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HomeMy WebLinkAboutTrusstit, t,- — 15' 0" -- — — 26' 8" 18' 4" M WD k c� Cl) LO t N. I, ti p r- r, ti LO M G�;1 L, as rn of Ulf J1 11 J3 ' J1 J3 J3 W-8" rn bo CtG J5A J3 J5T J5 0 _- m_ JS z 01 O N J7 C2 G) 9'-4" o' 10'-4N'' . CLG , zb=J7 -o C3 L 60 O CD C4 L 4 4 Q G 4 4. G d' Q Mq q J7 ;' J7 06 BRG POST. L C6 TOP AT 9'-4" J7 A A A J7 irc BRG POS J7 14' 4 1/4" 1 ER OFST 0'-8 9' 4, TOP » AT 9 —4 J7 J7 CLG CLG 7, 0„ : 2, ®, 2 0„ J7 2' 0„ 2, 0„ 7, 0" J7 J7 00 J Zn ..—I,IJ7 J7 9,4a J7 I J7 CLG _ J7 J J I F J7 J7 J7 io _ ro N J7 7 o , . _max' — Mean rN J7 4 — V1 9'-4" J7 J 7 CLG J2A 12'-4" V3 10'_8° J7 CLG CLG V2 J . + 1,-6„ J7 KNE WALL J2 V5 KNE 'WALL CLG MV4 J7 BY BUI DER BY BUILDE E1 CONNECTION J7 BY UILDE MV6 J5 E1 ua M MV8 J7 J3 E2 C G52 A A A A A A A A A o D3 N D1 1 J1 E2 ep o rs m D1 m m m E3 G�1 01 2' 5„ 6' 6„ 2' 5„ D1 D1 CLG I D1 .. IN N I 04 N D5 O N D6 0 N D7 L i J L L J3 ® C7 08 c7- i0 O. J1 L D9 N L J1 0 o O O O O O ID 10 2i8„ 4, 6" : 2 $" 13, 3e 11, 4„ 11' 1„ 7, 3„ 7' 3„ 60, 0„ APPROVED TRUSS ANCHOR BY BUILDER ALL WALLS SHOWN ON THIS LAYOUT SQUARE CUT OVERHANG ARE TO BE LOAD BEARING i,- 9,-4,, 101-8,, O O O O O 11 -4 BRc. 141—^SIP TRUSS BEARING HEIGHT SCHEDULE I TYPICAL TRUSS END DETA! INDICATES LEFT END OF TRUSS HANGERS TO BE USED (Simpson) or (Usp) Q HUS26 Q 4US26 ` © HGUS26-2 QC THDH26-2 HGUS2872 © THDH28-2 QNHUS46 O THD46 (D LUS24 (D JUS24 NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WILL BE MADE IN STRICT ACCORDANCE NTH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF 0BCSI—B1 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. SIGNED TITLE DATE All spacing is 24" O.C., except as noted. All walls shown are bearing, except as noted. All valleys calculated with sheathing under. Number of girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. WARNING FDRECRON BRACING IS NOT THE RESPONSIBILITY OF TRUSS DESIGNER, PLATE MANUFACTURM NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REWIRED TO PREVENT TOPPLING AND DOMINOING WRING ERECTION; AND PERMANENT BRACING WHICH MAY BE REWIRED IN SPECIFIC APPLICATIONS S:E'BCSI-Bt Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI). TRUSSES ARE To BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS; THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. . TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. TRUSS COMPANY 4WLL SUPPLY ALL TRUSS TO TRUSS HARDWARE O CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO HANGER IS SUPPLIED. j CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWFRS(Envelo a)/ASCE 7-10(Low Rise) Exposure Category: C Bldg Category: 2 Wind Design Velocity :16.0_ MPH Imp. Factor : 1.00 Wind Load DumUon Factor: 1.60 Mean Roof Height : 1 V Bdon M Ready Sthed Eng 176051 2590 N. kils HN)hray Fat Fierce, FL 301 (772) 464-4160 E 07 06 20 Extend garage per plans received 7 6 20 dhc 2 7jfUi s � —WjEQ FOR !! 1 0 CE Trusses shown on his ayout are a. Component part of the building S LuC' tICOUNT _ and show true In atlon.. Proper erection, temporary and permanent brae design ors the responsibgity of the building (772) 464-$160 designer or his design . Lateral bracing shown on the individualNERtft truss drawings Must be placed during the erection. procedure. a.y ar►I s INC. JOB NO,: 2590 N. Kings Highway Port Pierce, FL 3495E OMIPawe -: LOT: 20 BLK: S ADDRESS: 3712 Tanager Place Renton - Jem Saint I`urie Countv 1 /4"=T'-0" 1 06/30/20 D atm-0-0.W1 "' Prnicf-t 1nFf%rmnf%An• SOUTHERN TRUSS COMPANIES Southern Truss 2590 N. Kings Hwy Fort Pierce, FL 34951 (772) 464-4160 * Fax: (772) 318-0015 Job Number: J2001122 Customer. GHO Homes Name: PSL-20-Tanager-Renton JEM Address: 3712 Tanager Place City, ST, ZIP: Saint Lucie County, FL General Truss Engineering Criteria & Design Loads Building Code and Chapter., FBC2017/TP12014 Computer Program. Used: MiTek Version: 8.40 May 1 Gravity: Gravity: 45.0 psf ROOF TOTAL LOAD N/A Mind Building Authority: 160 mph f m MW RS(Envelope) ASCE 7-10 (Low Rise) St. Lucie County No. Date Truss ID# 1 07/06/20 Al 2 07/06/20 A2 3 07/06/20 A3 4 07/06/20 A4 5 07/06/20 A5 6 07/06/20 A6 7 07/06/20 A7 8 07/06/20 AB 9 07/06/20 A9 10 07/06/20 A9A 11 07/06/20 A10 12 07/06/20 Ali 13 07/06/20 Al2 14 07/06/20 A13 15 07/06/20 A14 16 07/06/20 A15 17 07/06/20 A16 18 07/06/20. A17 19 07/06/20 A18 20 07/06/20 A19 21 07/06/20 B1 22 07/06/20 B2 23 07/06/20 B3 24 07/06/20 B4 25 07/06/20 Cl 26 07/06/20 C2 27 1 07/06/20 C3 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. No. Date Truss ID# 28 07/06/20 C4 29 07/06/20 C5 30 07/06/20 C6 31 07/06/20 CJ5 32 07/06/20 CJ7 33 07/06/20 CJ7T 34 07/06/20 D1 35 07/06/20 D3 36 07/06/20 D4 37 07/06/20 D5 38 07/06/20 D6 39 07/06/20 D7 40 07/06/20 D8 41 07/06/20 D9 42 07/06/20 D10 43 07/06/20 E1 44 07/06/20 E2 45 07/06/20 E3 46 07/06/20 J1 47 07/06/20 J2 48 07/06/20 J2A 49 07/06/20 J3 50 07/06/20 J3A 51 07/06/20 J5 52 07/06/20 J5A 53 07/06/20 J5T 54 07/06/20 J7 No. Date Truss ID# 55 07/06/20 RG 56 07/06/20 J7T 57 07/06/20 MV2 58 07/06/20 MV4 59 07/06/20 MV6 60 07/06/20 MV8 61 07/06120 V1 62 07/06/20 V3 63 07/06/20 V5 �'z Page 1 of 1 ZZ r C it- RD =ice -. IC _� - - _.. •. _., I ..._ G;1.-_. TO ! -- it -�1 i.'• _ _ I; lm _ ti. -_ — Fre = r�?f� ;� i1171�:'_ l.'li :lt'(L'.1 77% FL 772-4-'---- i �D F-A OW' f- C). 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'Ijrlal`ul (1 Il Il :Ic M"IAU1.1 PIUCO DACK WITH a"nu,('1/::" cm( 1'IYW00[) 1N1,111 /1--1il15tl MAID) 1111 I nial IRM-1 rnl l_:, I(v-'I'--W' O.G. MAX. t�� 1 1 11 1 unlbll V. I M[gtfrrl►nl Lou( Illy "'I")I��� r1I�1�1``1 I.IcI'1Ii111 binl:hq II Ul Ihn nepu Ily ul hate final nnr, pinln mnuu u1:Unnr _I �fflll�ll 1! I II 1 1 �N71�1��11d')gh� nur luau Iu6llculw', lluutp nlrullui lawn uul cuullognll 111 1nnh 4nlnulnhnl %11, ndvh:ll NlguldhU nn:i:Illln 11un!Ing nldch In ulnnyn 1u11u11" In 1gnVnlll lupplhnl l;!.11m) ul 1.;}:4 I)nrul.11ln Fulani' o,.p�l I��llit� ll'�'I)_ _ __..,_._— ��_—_._.._---�- mnl lhnnlnulul Ilndn mtlalnn; and numuprnl Ilulam Iddeh luu bu 111111141111111 Ir I V I Yfill rnf ul I.;,..J Ilurnllun 1�6rlur vl: 1 I C)1-I rpm:111 uppllrullaw. Snu 111:51--III llmnnully nhnnl V1.111111a1)bny nlnl pnlnp,b nil- 1 alnnl I. Itlnqu illnlnnl , rl_ ;1•Itl!I� dnllunl h? hnndllny, lfnll,llbpJ ,L bineblJ nodal )dnln 1:ulu,rlaml Hood hnnra �II'I). 'I.7)rnl' ul. l.l.r IJurullml I`ulaul• I(' II' ll CR ill ll"II 11�111411 CI 11_/•yi:;, 1,,,,,,,,,,,, ,,,,,,,, r . ,.., . ,. i aj, P as: I Rr-CO wec SP tus—t =:=Mes Lm tD UND Job Truss Truss Type Qty Ply Renton-Jem-Mission Al Common 1 1 Job Reference (optional) boutnem truss, m. Pierce, rL., 34yb1 Nun: 5.4 5 u May i3 Lulu Pnnt: 5.4Uu 5 May 13 zuzu Mi IeK Inaustrles, Inc. Mon Jui uti 1b:19:Iu Page: 1 ID:?VGgkeZJEQJ1nW LQXaBwey7Pl1_RpaMhiT30FAUMJcelOgA5KSPQJShl4flalfG4z_m5F 2-1-11 9-0-13 16-M 22-11-3 29-10-5 37-2-0 38-3-9 2-1-11 6 11-3 6-11-3 6-11-3 6-11-3 7-3-11 1-1-9 5x5= 5 C? c � s, 3x4 3x6o 4 3 3x4o 0 3x4,, 6 6 3x6,, c� 2 4 1 2 5 7 8 r� 0 d 17 3- 9 10 16 1514 13 1 12 1 11 1 1 �I4x4= NOP2X STP 3x4= 3x6= x = 3x4= 3x4= 3x4= 373Z� 20-1-14 23-2-0 28-11-0 36-5-8 3-6-5 11-2-0 11 10-2 16-11-0 17-0-12 20-1'5,;0 24-11-0 28-5-11 , , 32-11-0 36-3-12 Scale=1:71.9 3-6-5 7-7-11 0_8.2 5-0-14 0-1-123-1-2 0.9.2 2-3-0 1-9-0 3-6-11 0_5_5 4-0-0 3 4 120-1-12 0-8-8 Plate Offsets (X, Y): [17:0-2-0,0-1-8], [30:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.13 9-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.31 9-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 261lb FT=10% LUMBER 6) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 SP No.2 bearing plate capable of withstanding 418 lb uplift at joint BOT CHORD 2x4 SP No.2 `Except* B3:2x4 SP M 31 17 and 498 lb uplift at joint 9. WEBS 2x4 SP No.3 LOAD CASE(S) Standard OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-7-8 oc bracing. WEBS 1 Row at midpt 4-16 JOINTS 1 Brace atJt(s):11 REACTIONS (lb/size) 9=1751/0-8-0, (min. 0-1-8), 17=1649/0-8-0, (min. 0-1-15) Max Horiz 17=301 (LC 9) Max Uplift 9= 498 (LC 9). 17=-418 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. -Ail forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1374/416, 3-4=-1177/433, 4-5=1819/607, 5-6=-2052f704, 6-7=-2779/872, 7-8=-2799/841, 8-9=-2988/805 BOT CHORD 16-17=282/904, 15-16=369/1577, 14-15=369/1577, 13-14=180/1394, 12-13=316/1999, 11-12=316/1999, 9-11=-589/2537 WEBS 5-13=382/939, 6-13=-766/469, 6-11=-273/680, 8-11=-371/317, 5-14=-217/436, 4-14=-249/308, 4-16=-721/200, 2-16=93/755, 2-17=-1880/609 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) 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 nonconcurrent with any other live loads. \ P _ / ",NCEN6e, < PE 76051 STATE OF �X 1 Job Truss Truss Type Qty Ply Renton-Jern-Mission A2 Hip 1 1 Job Reference (optional) Soutnem truss, Ft. Pierce, FL., 34951 Run: 8A S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:11 Page: 1 ID:bVRNBA031wpTZy885UX1vgyXTcuSeNyali5gKN16WuoCTXvjJsgLqdeQVoo_EmDoWz m5E 14-9-0 16-9-0, 24-11-15 36-11-0 38-0-9 7-3-3 7-5-13 2=0-0 8-2-15 11-11-1 1_1_9 1 Scale = 1:72.4 ./ 5x5= 5x5= 4xB= 22 21 20 19 18 17 2x6n 2x4ii 4x5= 2x4n 3x6= 3x4= 3x4= 4x6= 4x4= 6xB= 2x6n .' 36-11-0 7-3-3 9-2-15 TO 12 I6-7-4, 21-2-15 ° '24-11-15 ,, 33-2-15 35-6-10, 6-9-11 1-11-12 5-7-13 1-8-8 4-7-11 3-9-1 8-2-15 2-3-11 1_q_g Plate Offsets (X, Y): [1:0-5-0,0-1-4], [4:0-3-0,0-2-8], [5:0-2-8,0-2-4], [6:0-2-5,0-1-12], [10:0-2-0,0-2-0], [12:0-3-0,0-1-0], [14:0-2-0,Edge], [15:0-2-8,0-2-12], [16:0-3-0,0-04], [17:0-2-0,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (]cc) I/clef! Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.29 17-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.57 17-19 >764 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.24 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 272lb FT=10% LUMBER 6) Bearing at joint(s) 25 considers parallel to grain value TOP CHORD 2x4 SP No.2 *Except* T4,T5:2x4 SP M 31 using ANSI/TPI 1 angle to grain formula. Building BOT CHORD 2x4 SP No.2 *Except* B3,B5:2x4 SP No.3 designer should verify capacity of bearing surface. WEBS 2x4 SP No.3 *Except* W1:2x4 SP No.2 7) Provide mechanical connection (by others) of truss to OTHERS 2x6 SP No.2 bearing plate capable of withstanding 485 lb uplift atjoint BRACING 12 and 395 lb uplift at joint 25. TOP CHORD Structural wood sheathing directly applied or LOAD CASE(S) Standard 3-4-0 cc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 2-20, 6-19, 2-23 REACTIONS (lb/size) 12=1731/ Mechanical, (min. 0-1-8), 25=1608/0-5-0, (min. 0-1-8) Max Horiz 25=301 (LC 9) Max Uplift 12=485 (LC 9), 25=395 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-297/196, 2-3=-1562/515, 3-4=-1436/546, 4-5=-1287/532, 5-6=-1587/510, 6-7=-3102/1101, 7-8=-3330/1081, 8-9=-3284/907, 9-10=-2855/750, 23-25=231/1319, 1-25=231/1319, 10-12=-1678/479 BOT CHORD 22-23=289/1250, 21-22=289/1.250, 20-21.=289/1250, 19-20=151/1287, 18-19=338/1857, 17-18=338/1857, 8-15=441/337, 14-15=630/2618 WEBS 2-22=0/278, 4-20=-115/308, 5-19=112/430, 6-19=813/444, 15-17=320/1687, 6-15=-523/1265, 9-15=126/348, 2-23=-1636/336,10-14=584/2378, 1-25= 1624/401 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. 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) Refer to girder(s) for truss to truss connections. vl_BL �\ � • C ENS , xA / PE 76051 \` i \�L _ "fl STATE OF i040RIDPi /0IVAL EvG��\\ /��1111111\` Job Truss Truss Type Qty Ply Renton-Jem-Mission A3 Hip 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Man Jul 06 15:19:11 Page: 1 ID:827Lv8?IQdSHert4nZkOjyXSbY-SeNya1 i5gKN16WuoCTXvjJsfsgeaQVoo_EmDoWz_m5E co M C6 0 6 6 M 5-11-3 12-9-0 18-9-0 25-11-15 36-11-0 5_11-3 6-9-13 6-0-0 7-2-15 10-11-1 5x7= 5x5= 3 4 c -15D 0� 4x8= 20 19 18 17 16 15 2x611 2x4n 4x5= 2x4n 3x6= 3x4= 3x8= 3x6= 4x4= 6x8= 2x4n 4x7= 0-5-8 36-11-0 , , 5-11-3 9-2-15 12-10-12 18-7-4 21-2-15 # 25-11-15 33-2-15 35-6-10, Scale = 1:69 0_5_g 5-5-11 3-3-12 3-7-13 5-8-8 2-7-11 4-9-1 7-2-15 2-3-11 1 gg Plate Offsets (X, Y): [1:0-5-0,0-1-4], [3:0-5-4,0-2-8], [4:0-2-8,0-24], [5:0-2-5,0-1-12], [9:0-2-12,0-2-0], [10:0-2-8,0-1-0], [12:0-2-0,Edge], [13:0-2-8,0-2-12], [14:0-3-0,0-0-8], [15:0-2-0,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/clef! L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.12 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.28 15-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.24 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 274lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 `Except* B3,B5:2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W1:2x4 SP No.2 OTHERS 2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-18, 5-17, 2-21 REACTIONS (lb/size) 10=1645/ Mechanical, (min. 0-1-8), 23=1610/0-5-0, (min. 0-1-8) Max Horiz 23=259 (LC 9) Max Uplift 10=436 (LC 9), 23=377 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-257/159, 2-3=-1577/477, 3-4=-1443/543, 4-5=-1737/534, 5-6=-3110/1048, 6-7=-3311/1031, 7-8=-3296/883, 8-9=-2966/781, 9-1 0=-1 584/429, 21-23=253/1379, 1-23=253/1379 BOTCHORD 20-21 =259/1159,19-20=259/1159, 18-19=259/1159, 17-18=172/1306, 16-17=355/1875, 15-16=-355/1875, 7-13=380/293,12-13=-703/2767 WEBS 2-20=0/259, 2-18=75/304, 3-17=167/390, 4-17=-68/377, 5-17=-614/361, 13-15=327/1709, 5-13=497/1255, 2-21=1650/335, 9-12=647/2501, 1-23=1624/382 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. !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 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 23 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 436 lb uplift at joint 10 and 377 lb uplift at joint 23. LOAD CASE(S) Standard `M g— 'O GEIVS•� /i --� / PE 760�51 `I ` STATE OF ONAIAL E;G\\\\�� ii1mV\ J Job Truss Truss Type Qty Ply Renton-Jem-Mission A4 Hip 1 1 Job Reference (optional) Southern buss, FL Fierce, FL., 34951 Kun: 13.4 S U May 13 2U2U Hrint UAW S May 13 2UZU ml IeK Inaustnes, mC, man JUI U0 ]0:1y:11 rage: 1 ID:ykdTNKUTYP7UVeVzo7MJWyXSWNSeNyali5gKN16WuoCTXvjJsiggd7Qbto_EmDoWz m5E Cl) 5-1-10 11-3-8 16-3-8 21-3-8 27-5-5 33-7-2 1 37-5-8 5-1-10 6-1-13 5-0-0 5-0-0 6-1-13 6-1-13 3-10-5 5x5= 3x4= 5x5= 3 4 5 4x8= 15 14 13 12 11 4x4= 4x5= 3x8= 3x8= 4x6= 3x4= 4x6= 8-8-4 a 4-3-12 5-0-12 6-11-4 Scale = 1:68.9 0-5-2 Plate Offsets (X, Y): [1:0-5-0,0-1-4], [3:0-2-8,0-2-4], [5:0-2-8,0-2-4], [10:0-1-12,0-2-8], [16:Edge,0-2-0] Loading (psfl Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.26 15-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.53 15-16 >842 180 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.10 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 249lb FT=10% LUMBER 6) Bearing atjoint(s) 18 considers parallel to grain value TOP CHORD 2x4 SP No.2 using ANSI/TPI 1 angle to grain formula. Building BOT CHORD 2x4 SP No.2 *Except* B1:2x4 SP M 31 designer should verify capacity of bearing surface. WEBS 2x4 SP No.3 *Except* W1:2x4 SP No.2 7) Provide mechanical connection (by others) of truss to OTHERS 2x6 SP No.2 bearing plate capable of withstanding 426 lb uplift atjoint BRACING 10 and 366 lb uplift at joint 18. TOP CHORD Structural wood sheathing directly applied or LOAD CASE(S) Standard 3-5-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-11-13 oc bracing. WEBS 1 Row at micipt 2-16, 4-15. 4-13, 6-13, 8-10 REACTIONS (lb/size) 10=16701 Mechanical, (min. 0-1-8), 18=1634/0-4-1, (min. 0-1-8) Max Horiz 18=232 (LC 9) Max Uplift 10=-426 (LC 9), 18=366 (LC 8) FORCES (lb)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-272/140, 2-3=1664/432, 34=-1399/432, 4-5=-1619/541, 5-6=-1912/542, 6-7=-2012/594, 7-8=-2188/579, 16-18=268/1416, 1-18=268/1416 BOT CHORD 15-16=-263/1118, 14-15=-274/1-602, 13-14=274/1602, 12-13=366/1902, 11-12=366/1902,10-11=-420/1666 WEBS 2-16=-1606/384, 2-15=-75/467, 3-15=72/395, 4-15=534/246, 5-13=76/481, 6-13=-431/326, 8-11=-8/342, 8-10=-2196/565, 1-18=1651/371 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) 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. PE 76051 STATE OF j,� `•� ORID`P �IIIIII� ILI Job Truss Truss Type Qty Ply Renton-Jem-Mission A5 Hip 1 Job Reference (optional) Southern Truss, Ft Pierce, FL., 34951 Run: 8.4 5 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:11 Page: 1 ID:nQ2bm?U?2rRSHfiBJC)kxyyXSA-SeNya1i5gKN16WuoCTXvjJsfYgeaQVFo EmDoWz_m5E 1-1-9 8-9-4 17-0-0 24-0-0 31-0-0 39-2-12 45-2-0 1-1-9 8-9-4 8-2-12 7-0-0 7-0-0 8-2-12 5-11 4 5x8= 2x4n 5x8= 5 6 7 4x5= 2x4n 4x6= V 3x8= 3x6= 3x5= 4x9= 3x5= 8-9-4 17-1-12 24-0-0 30-10-4 39-2-12 45-2-0 8-9 4 8 4-8 6-10-4 6-10-4 8 4-8 5-11 4 1 Scale=1:78.9 Plate Offsets (X, Y): [3:0-3-0,Edge], [5:0-6-0,0-2-8], [7:0-6-0,0-2-8], [10:Edge,0-3-8], [11:0-2-8,0-1-12], [18:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.16 14-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.39 14-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:261 lb FT= 10% LUMBER LOAD CASE(S) Standard TOP CHORD 2x4 SP M 31 'Except" T3:2x4 SP No.2 BOT CHORD 2x4 SP N0.2 `Except' B1:2x4 SP M 31 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-4-7 oc bracing. WEBS 1 Row at midpt 4-15, 6-14, 8-12 REACTIONS (lb/size) 2=2110/0-8-0, (min. 0-1-12), 10=2009/ Mechanical, (min. 0-1-8) Max Horiz 2=225 (LC 8) Max Uplift 2=536 (LC 8), 10=-464 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3774/852, 3-4=3531/878, 4-5=-2915/689, 5-6=-2658/687, 6-7=-2658/687, 7-8=-2705/616, 8-9=2742/634, 9-10=1958/482 . BOT CHORD 2-17=-863/3237, 16-17=-863/3237, 15-16=-863/3237, 14-15=545/2486, 13-14=397/2298, 12-13=397/2298, 11-12=502/2393 WEBS 4-17=01376, 4-15=866/449, 5-15=132/611, 5-14=-230/444, 6-14=5391315, 7-14=278/698, 7-12=-42/355, 8-12=213/256, 8-11=468/209, 9-11=-498/2402 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp C; 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 536 lb uplift at joint 2 and 464 lb uplift at joint 10. PE 76051 STATE OF / ORlO iIII Job Truss Truss Type Oty Ply Renton-Jem-Mission A6 Hip 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:12 Page: 1 ID:Jb7LOjiGe1XMZ7KErDRLgyXSUR-wgxKnNjkbdVukgT?mA28FWPuVEyx9z xCuWmKzz_m5D 1'1'9 7-9 4i 15-0-0 21-0-0 27-0-0 33-0-0 40-2-12 45-2-0 1-1-9 7-9-4 7-2-12 6-0-0 6-0-0 6-0-0 7-2-12 4-114 5x5= 3x5= 3x6= 3x5= 5x5= 4 5 6 7 8 14 ,,. „ ,.. .. is 3x4n 4x5= 2x4u 3x8= 3x5= 4x6= 3x8= 4x7- 4x6= 7-9 4 15 1-12 24-0-0 32-10-4 40-2-12 45-2-0 7-9 4 7 4-8 8-10-4 8-10 4 7-4-8 4-11-4 S Scale=1:78.8 Plate Offsets (X, Y): [3:0-3-0,0-3-4], [4:0-2-8,0-2-4], [8:0-2-B4O-2-4], [11:0-2-8,0-1-8], [12:0-1-12,0-2-0], [19:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.19 15-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.48 15-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.17 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 259 lb FT = 10% LUMBER 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 SP M 31 *Except* T3,T4:2x4 SP No.2 bearing plate capable of withstanding 515 lb uplift at joint BOT CHORD 2x4 SP No.2 *Except` B2:2x4 SP M 31 2 and 441 lb uplift at joint 11. WEBS 2x4 SP No.3 LOAD CASE(S) Standard BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-17, 5-17, 5-15, 7-13 REACTIONS (lb/size) 2=211010-8-0, (min. 0-2-8), 11=20091 Mechanical, (min. 0-1-8) Max Horiz 2=207 (LC 8) Max Uplift 2=515 (LC 8). 11=-441 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3815/846, 34=30841785, 4-5=-266V749, 5-6=-2963/801, 6-7=2963/801, 7-8=-2388/670, 8-9=-2776/694, 9-10=2595/584, 10-11=1964/456 BOT CHORD 2-18=843/3281, 17-18=843/3281, 16-17=751/2973, 15-16=751/2973, 14-15= 694/2880, 13-14=694/2880, 12-13=-481/2273 WEBS 3-18=0/315, 3-17=728/392, 4-17=152/904, 5-17=644/303, 7-15=28/297, 7-13=-899/356, 8-13=1411751, 9-13=-127/284, 9-12=-593/217, 10-12=-494/2330 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. \����111II11/���� • G EN PE 76051 I l� V� -P- STATE OF ORIO F �� NAL IIIII Job Truss Truss Type Qty Ply Renton-Jem-Mission A7 Hip 1 1 Job Reference (optional) a — min i rubs, r[. rierce, rL., 04ea-I Kun: 0.4 5 U may 13 zuzu Ynnt: b.4uu S may 13 2uzu mi IeK Inouetrleb, Inc. mon JUI u6 1b:19:12 Page: 1 I D:5Cj4 LiQ N N?cIU E)ochpaFQiyXSTF-wgxKnNj kbdVukgT?mA28F WPo6Ezk9zbxCu WmKzz_m5D -1-1-9 6-9 4 13-0-0 20 4-9 27-7-7 35-0-0 41-2-12 45-2-0 6-2-12 7-4-9 7-2-13-9 6-2-12 3� 11� 5x7= 2x4ri 3x6= 3x5= 5x7= 4 5 6 7 8 �I 1 " 3x5u 4x5= 2x4 it 3x5= 4x6= 3x8= 3x5= 3x5= 3x8= 3x6= 6-9 4 133 1-12 20-4-9 27-7-7 34-10� 41-2-12 45-2-0 6-9 4 6 4-8 7-2-13 7-2-13 7-2-13 6 4-8 3-11 4 Scale=1:78.7 Plate Offsets (X, Y): [4:0-5-4,0-2-8], [8:0-54,0-2-8], [11:0-2-12,0-1-8], [12:0-3-4,0-1-8], [20:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.25 15-16 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 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 FBC2017ITP12014 Matrix-S Weight: 258lb FT=10% LUMBER TOP CHORD 2x4 SP N0.2 *Except* T2,T3:2x4 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 2-2-0 oc bracing. REACTIONS (lb/size) 2=2110/0-8-0, (min. 0-2-8), 11=2009/ Mechanical, (min. 0-1-8)' Max Horiz 2=188 (LC 8) Max Uplift 2=494 (LC 5), 11=-477 (LC 4) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=3844/930, 3-4=-3245/890, 4-5=-3449/1029, 5-6=3448/1029, 6-7=-3448/1029, 7-8=3318/970, 8-9=-2812f764, 9-10=2387/589, 10-11=-1971/486 BOT CHORD 2-19=-906/3310, 18-19=906/3310, 17-18=755/2816, 16-17=755/2816, 15-16=881/3318, 14-15=543/2424, 13-14=543/2424, 12-13=-495/2099 WEBS 3-19=0/270, 3-18=575/325, 4-18=86/482, 4-16=-380/962, 5-16=5421312, 7-15=-702/373, 8-15=452/1274, 9-13=-179/487, 9-12=738/255, 10-12=524/2222 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat 11; Exp C; 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 494 lb uplift at joint 2 and 477 lb uplift at joint 11. LOAD CASE(S) Standard \\\\oP 1Ml F3 �7�/�j _\CENS�.���� PE 76051 STATE OF / 0_RI_D P N�C. ///lllll\0 It Job Truss Truss Type Qty Ply Renton-Jem-Mission A8 Roof Special 1 1 Job Reference (optional) Soutnem i russ, rt. Fierce, I-L., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:12 Page: 1 I D:?8A?ka7B POEuHIeruC545 DyXS R3-wgxKnNj kbdVukgT?mA28F WPnnEy59x2xCu Wm Kzz_m5D 7-3-11 14-2-13 21-2-0 28-1-3 33-11-8 37-2-0 1.1_g 7-3-11 6-11-3 6__ 1-3 6-11-3 5 10-5 3-2-8 5x5= 6 Iu I I IJ IL II 3x5= 3x4= 3x6= 3x4= 3x6= 3x4= 4x6= NOP2X STP 2x4n 8-8-5 17-0-2 € . 25-3-14 34-1-4 37-2-0 , Scale=1:67.6 8-8-5 8-3-13 8-3-13 " 8-9-6 3-0-12 Plate Offsets (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) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.15 2-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.37 2-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.10 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 227lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-11 REACTIONS (lb/size) 2=1751/0-8-0, (min. 0-2-1), 10=1649/0-8-0, (min. 0-1-15) Max Horiz 2=350 (LC 8) Max Uplift 2= 494 (LC 8), 10=426 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2989l795, 3-4=2800/831, 4-5=2781/862, 5-6=-2052/693, 6-7=-1816/580, 7-8=1284/375, 8-9=-1055/253, 9-10=1645/418 BOT CHORD 2-16=-931/2539, 15-16=651/1999, 14-15=651/1999, 13-14=345/1395, 12-13=345/1395, 11-12=379/1572 WEBS 3-16=375/319, 5-16=274/681, 6-14=-382/937, 6-12=193/432, 7-12=239/286, 8-11=-828/328, 9-11=-446/1874, 5-14=766/469, 7-11=-766/232 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 nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 426 lb uplift at joint 10 and 494 lb uplift at joint 2. LOAD CASE(S) Standard E34 E9//��i PE 76051 _ STATE OF / 'ONAL /0/11111M`\\\ 0 Job Truss Truss Type Qty ply Renton-Jem-Mission A9 Roof Special 1 1 Job Reference (optional) Soutnem 1 fuss, F-t. Pierce, 1-L.. 34951 Run: 8.4 5 0 May 13 2020 Print 8.400 5 May 13 2020 MiTek Industries, Inc. Mon Jul 05 15:19:12 Page: 1 I D:Z5dkJhOAaypCvEFklgtb87yXSM 1-wgxKnNjkbdVukgT?mA28FWPnnEy59yuxCuWmKzz_m5D 7-4-7 14-2-13 21-2-0 28-1-3 29-11-8 34-3-8 37-2-0 1.1_g 7-4-7 6-10-6 6-11-3 6-11-3 1-10-5 4-4-0 2-10-8 5x5- 6 Cl) N In 0 II I I IY IJ IL 3x5= 3x4= 3x6= 3x4= 3x6= 3x4= 3x4= NOP2X STP 4x4= L 8-8-5 17-0-2 25-3-14 30-1-4 37-2-0 Scale = 1:67.6 8-8-5 8-3-13 8-3-13 ' 4-9-6 7-0-12 Plate Offsets (X, Y): [8:0-5-4,0-3-0], [9:0-3-0,0-2-0], [11:0-1-12,0-2-8], [18:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.15 2-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.38 2-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.11 11 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix-S Weight: 234lb 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 8-11 REACTIONS (lb/size) 2=1751/0-8-0, (min. 0-2-1), 11=1649/0-8-0, (min. 0-1-15) Max Horiz 2=370 (LC 8) Max Uplift 2=491 (LC 8), 11=430 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2988/790, 3-4=-2800/827, 4-5=-2780/858, 5-6=-2053/687, 6-7=-1802/566, 7-8=-1700/480, 10-11=-263/155 BOT CHORD 2-17=-947/2538, 16-17=-665/2000, 15-16=-665/2000,14-15=361/1394, 13-14=361/1394, 12-13=381/1572, 11-12=360/1522 WEBS B-12=41/346, 3-17=-375/319, 5-17=-276/678, 5-15=764/469, 6-15=-376/945, 6-13=182/410, 7-13=265/246, 8-11=1966/458 NOTES 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 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 491 lb uplift at joint 2 and 430 lb uplift at joint 11. LOAD CASE(S) Standard ivi_g� PE 76051 \` NIL STATE OF q 0 Job Truss Truss Type Qty Ply Renton-Jem-Mission A9A Roof Special 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 is 1 Scale=1:67.6 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 05 15:19:12 Page: 1 I D:Z5dkJhOAaypCvEFklgtb87yXSM 1-wgxKnNjkbdVukgT?mA28FWPnnEy5gxjxCuWmKzz_m5D 7-3-11 14-2-13 21-2-0 28-1-3 31-11-8 36-3-8 37-2-0 7-3-11 6-11-3 6-11-3 6-11-3 3-10-5 4-4-0 0-10-8 5x5- 6 I/ 10 IJ 11 — — 3x4= 3x6= 3x4= 3x6= 3x4= 3x4= NOP2X STP 3x5= 4x4= 8-8-5 17-0-2 0 25-3-14 32-1-4 37-2• 8-8-5 8-3-13 8-3-13- 6-9-6 5-0-1 Plate Offsets (X, Y): [8:0-5-4,0-2-8], [9:0-3-0,0-2-0). [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/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.15 2-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.38 2-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horc(CT) 0.11 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 231lb 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 8-11, 7-12 REACTIONS (lb/size) 2=1751/0-8-0, (min. 0-2-1), 11=1649/0-8-0, (min. 0-1-15) Max Horiz 2=370 (LC 8) Max Uplift 2=-491 (LC 8), 11=-430 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2989/790, 3-4=2800/826, 4-5=2780/858, 5-6=-2052/687, 6-7=-1804/563, 7-8=1556/437 BOT CHORD 2-17=-947/2539, 16-17=665/1999, 15-16=665/1999, 14-15=360/1395, 13-14=360/1395, 12-13=3B4/1567, 11-12=334/1373 WEBS 3-17=-375/319, 5-17=275/679,- 5-15=-764/469, 6-15=378/942, 6-13=-178/414, 7-13=244/259, 8-12=72/486, 8-11=1956/470, 7-12=-429/156 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat 11; Exp C; 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 491 lb uplift at joint 2 and 430 lb uplift at joint 11. LOAD CASE(S) Standard GEN .� PE 7601 \\I STATE OF 01111111 10 .0 Job Truss Truss Type Qty Ply Renton-Jem-Mission A10 Roof Special 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul U5 1b:19:12 Page: 1 ID:RS4xd4k2OyVHIL8m2Ob3X9yXRxH-wgxKnNjkbdVukgT?mA28FVJPnTEy59yuxCuWmKzz_m5D M N O t` M t!] M M q"T O co M O 7-3-11 14-2-13 21-2-0 27-11-8 ,29-7-8, 32-2-0 , 34-1%0 , 37-2-0 , 1 1 9 7-3-11 6-11-3 6-11-3 6-9-8 1-8-0 2-6-8 2-8-0 2 4-0 5x5= 6 c•�t N L6 2 3x4= 3x6= 3x4= 3x6= 3x4= 3x8= NOP2X STP 3x5= 5x4= 8-8-5 , 17-0-2 � � 25-3-14 , 29-5-12 _ ,37-2-0 Scale = 1:67.6 8-8-5 8-3-13 8-3-13 4-1-14 7-8-4 Plate Offsets (X, Y): [8:0-2-8,0-2-4], [10:0-3-0,0-2-0], [12:0-2-0,0-2-12], [19:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.15 2-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.38 2-18 >999 180 BCLL 0.0 Rep Stress ]nor YES WB 0.96 Horz(CT) 0.10 12 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix-S Weight: 243lb 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 9-12. 7-13 REACTIONS (lb/size) 2=1751/0-8-0, (min. 0-2-1), 12=1649/0-8-0, (min. 0-1-15) Max Horiz 2=370 (LC 8) Max Uplift 2=491 (LC 8), 12=-430 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-29B8/790, 3-4=-2800/827, 4-5=2780/858, 5-6=-2053/687, 6-7=1781/556, 7-8=1362/421, B-9=-1559/443 BOT CHORD 2-18=-947/2538, 17-18=-664/2000, 16-17=664/2000, 15-16=-361/1395, 14-15=361/1395, 13-14=373/1558, 12-13=295/1151 WEBS 3-18=376/319, 5-18=276/678, 5-16=-763/468, 6-16=375/946, 6-14=167/387, 9-12=1793/462, 7-14=-256/226, 8-13=189/614, 7-13=-965/313, 9-13=81/490 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 491 lb uplift at joint 2 and 430 lb uplift at joint 12. LOAD CASE(S) Standard Ni_B�Eq/��i / PE 76051 \` r STATE OF OR ID 0/0- 'AL \\��� iiiii Job Truss Truss Type Qty Ply Renton-Jem-Mission All Roof Special 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 0615:19:13 Page: 1 ID:JLgBFiPUg6zSKErUbq_6jyXRhq-POUi?jkMMxdILg2BKtZNokyyXdlKuOz5RYFJtPz m5C 27-7-8 37-2-0 i1'1'19 7-3-11 14-2-13 21-2-0 25-11-8 27-2-11 34-2-0 36-10-0 1_1_g 7-3 11 6-11-3 6-11-3 4-9-8 1_3_3 6-6-8 2-8-0 0 4-0 0-4-13 5x5= 6 10 1! 10 10 ,'1 10 3x5= 3x4= 3x6= 3x4= 3x6= 3x4= 3x4= NOP2X STP Sx4= 8-8-5 17-0-2 25-5-10 29-11-1 37-2-0 Scale=1:68.6 8_8_5 8-3-13 8-5-9 7-2-15 Plate Offsets (X, Y): [9:0-7-0,0-2-0], [12:0-2-0,0-2-4], [19:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.17 14-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.41 14-16 >999 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.10 12 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 234lb FT=10% LUMBER 6) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 SP No.2 bearing plate capable of withstanding 491 lb uplift at joint BOT CHORD 2x4 SP No.2 2 and 431 lb uplift at joint 12. WEBS 2x4 SP No.3 LOAD CASE(S) Standard OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-14, 7-13, 10-12 REACTIONS (lb/size) 2=0/0-8-0, (min. 0-2-1), 12=1649/0-8-0, (min. 0-1-15) Max Horiz 2=373 (LC 8) Max Uplift 2=-491 (LC 8), 12=431 (LC 9) Max Grav 2=1614 (LC 17), 12=1649 (LC 1) FORCES .(Ib)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2988/789, 3-4=-2799/825, 4-5=-2779/857, 5-6=-2054/686, 6-7=-1731/605, 7-8=-1321/444, 8-9=-1366/429, 9-10=1552/416 BOT CHORD 2-18=-949/2538, 17-18=-667/2000, 16-17=667/2000, 15-16=-363/1392, 14-15=363/1392, 13-14=371/1528, 12-13=250/861 WEBS 3-18=376/319, 5-18=275/679, 5-16=761/470, 6-16=377/944, 6-14=-238/450, 7-14=291/286, 7-13=-480/177, 10-13=129/714, 10-12=1728/515 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. \\\\\\IIII1///// . \_NCENS+S�'T� PE 61 STAT�-OF <ORID 0, Job Truss Truss Type Qty Ply Renton-Jem-Mission Al2 Roof Special 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.4 5 0 May 13 2020 Print: 6.400 5 May 13 2020 MiTeK Industries, Inc. Mon Jul ocs 1 b:19:13 Page: i ID:zCMOIgQSNYH1Hk7AOkk192yXRVH-POUi?jkMMxdlLg2BKtZNoky?gdNAuVN5RYFJtPz m5C 6-3-11 12-8-3 , 19-6-0 21-6-0123-3-8�4-11-1 30-8-8 35-6-0_ 36-60 6-3-11 6 4-9 6-9-13 2-0-0 1-9-8 1-8-0 5-9-0 4-9-8 -0-0 5x5= 5x6= 5x5= 6 7 5x6= m v 3 5x611 zu -I Id ld 1r I 10 1-+ 4x4= 2x41, 3x6= 3x4= 3x8= 3x6= 3x8= 3x4= 6-3-11 12-8-3 19-7-12 24-9-12 30-8-8 36-6-0 Scale=1:64.8 6-3-11 6 4-9 6-11-9 5-2-0 5-10-12 5-9-8 Plate Offsets (X, Y):[6:0-2-8,0-2-4],[7:0-4-0,0-2-8],[8:0-4-0,0-2-8],[9:0-2-8,0-2-4],[13:0-2-0,0-2-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.17 14-15 >999 240 MT20 244/19D TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.26 14-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.10 13 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 259 lb FT= 10% LUMBER TOP CHORD 2x4 SP No.2 *Except* T4:2x6 SP No.2, T1:2x4SPM31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 — 3-4-2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-4-7 oc bracing. WEBS 1 Row at midpt 5-17, 8-15, 7-17 REACTIONS (lb/size) 1=1636/ Mechanical, (min. 0-1-8), 13=1636/0-8-0, (min. 0-1-15) Max Horiz 1=316 (LC 8) Max Uplift 1=-441 (LC 8), 13=-414 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-28601722, 2-3=-2751/744, 3-4=-2368/644, 4-5=-2287/661, 5-6=-1754/533, 6-7=-1471/540, 7-8=-1491/531, 8-9=1384/479, 9-10=-1648/483, 10-11=1461/386 BOT CHORD 1-20=-859/2392, 19-20=859/2392, 18-19=859/2392, 17-18=640/2046, 16-17=319/1437, 15-16=319/1437, 14-15=287/1255, 13-14=95/342 WEBS 3-20=0/252, 3-18=420/251, 5-18=54/422, 5-17=-830/412, 6-17=-216/555, 9-15=-74/359, 10-14=634/221, 11-14=252/1196,11-13=16091466, 8-15=-450/170, 7-17=153/373 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat 11; Exp C;-Encl., GCpi=0.1B; 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 414 lb uplift at joint 13 and 441 lb uplift atjoint 1. LOAD CASE(S) Standard PE 76051 0 1 STATE OF i�� ORID P N� �3 Job Truss Truss Type Qty Ply Renton-Jem-Mission A13 Roof Special 1 1 Job Reference (optional) Soutnem 1 russ, rt. t'ierce, F-L., 34951 Run: 8.4 5 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:13 Page: 1 ID:cro49V6U?m9zgMoklDiHutyXRPD-POUT?]kMMxdlLg2BKtZNoky?WdMZuP45RYFJtPz m5C 7-7 8 14-6-0 22-2-0 28-1-3 33-6-0 1 7-7-8 6-10-8 7-8-0 5-11-3 5 4-13 5xB= 4x5= 3 4 J9 1x41, 3x4= 3x4= 3x8= 3x4=NOP2X STP 10x10= 2x4it 2x6 it 0-5-8 6-11-0 7i4i0 14-7-12 19-6-0 22-01 i 31-0-12 33-6-0 i Scale = 1:63.7 0-5-8 6-5-8 0-5-0 7-3-12 4-10-4 2-6 4 9-0-8 2-5-4 Plate Offsets (X, Y): [1:0-3-8,0-3-0], [2:0-3-8,0-2-4], [3:0-S-8,0-2-4], [4:0-3-0,0-2-0], [6:0-1-12,0-1-8], [14:0.4-8,0-4-8], [15:0-3-0,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.14 8-9 >999 240 MT20 2441190 TCDL 15.0 Lumber DO 1.25 BC 0.71 Vert(CT) -0.31 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.11 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 237lb FT=10% LUMBER TOP CHORD 2x4 SP M 31 'Except` T4:2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B3:2x4 SP No.3 WEBS 2x4 SP No.3 'Except* W1:2x4 SP No.2 OTHERS 2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 4-1-0 oc bracing: 2-12 WEBS 1 Row at micipt 3-11, 3-9 REACTIONS (lb/size) 7=1492/0-8-0, (min. 0-1-12), 17=145910-5-0, (min. 0-1-8) Max Horiz 17=172 (LC 9) Max Uplift 7=354 (LC 9). 17=-381 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. -AII forces 250 (lb) or less except when shown. TOP CHORD 1-2=2045/502, 2-3=-2513/735, 3-4=1236/421, 4-5=-1476/409, 5-6=-814/204, 6-7=1511/333 BOT CHORD 12-14=01473, 2-14=-1570/612, 10-11=-249/1351, 9-10=249/1351, 8-9=-237/1081 WEBS 1-14=-521/2171, 11-14=257/1272, 3-9=-286/116, 4-9=21/288, 5-9=-67/311, 5-8=964/280, 6-8=194/1213, 3-14=-434/1160, 13-14=306/0, 1-17=1507/397 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates -are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing atjoint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 354 lb uplift at joint 7 and 381 lb uplift at joint 17. LOAD CASE(S) Standard \ �.�CENS`c'-\ PE 76kn \` STAT/ y i 0�2-O fi ORIO SS 0 11AL 5NG\\\��� 0_\ Job Truss Truss Type Qty Ply Renton-Jem-Mission A14 Roof Special 1 1 Job Reference (optional) Southern Truss, Ft Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:13 Page: 1 I D:1 ByBpPYBjDBUf6S_vyE1 R3yXRGv-POUi?jkMMxdlLg2BKtZNokyyNdOGuQX5RYFJtPz_m5C 6-9-4 9-7-8 , 12-6-0 , 18-4-0 24-2-0 29-5-3 33-6-0 6-9 4 2-10-4 2-10-8 5-10-0 5-10-0 5-3 3 4-0-13 4x4= 3x8= 4x4= 6�2 4 5 6 MI OIO mlm 1x4 1x4n 3x8= 1x4u 5x5= 1x4u 3x8= 3x4= 3x4= NOP2X STP 8.28 L 2x4 n 12 0-5-8 9-4-0 33-6-0 I , 6-11-0 , 9-3-11 , 12-7-12 , 18-4-0 ,� 24-0-4 , 32-0-12 Scale = 1:62.3 0-5-8 6-5-8 2-4-11 3-3-12 5-8.4 5-8 4 8-0-8 1-5-4 0-0-5 Plate Offsets (X, Y): [1:0-3-8,0-3-0], [3:0-54,0-2-0], [6:0-2-4,0-2-0], [10:0-1-8,0-1-8], [15:0-0-3,Edge], [16:0-5-4,0-2-8], [17:0-3-0,0-1-4] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.09 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.22 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.14 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 263lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 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 3-7-7 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-10-4 oc bracing. WEBS 1 Row at midpt 5-14. 5-11 REACTIONS (lb/size) 9=1491/0-8-0, (min. 0-1-12), 20=1456/0-5-0,(min. 0-1-8) Max Horiz 20=185 (LC 9) Max Uplift 9=348 (LC 4), 20=-410 (LC 4) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1573/494, 2-3=-1573/493, 3-4=-1605/502, 4-5=-1423/464, 5-6=-1238/429, 6-7=-1466/439, 7-8=-542/132, 8-9=-1526/304 BOT CHORD 15-16=381/1736, 14-15=328/1487, 13-14=353/1524, 12-13=353/1524, 11-12=353/1524,10-11=-228/9.43 WEBS 1-16=507/1851, 2-16=-403/224, 3-16=-89/263, 3-15=-873/218, 4-14=100/415, 5-14=293/99, 5-11=-574/199, 6-11=-26/330, 7-11=-106/465, 7-1 0=-1 172/342, 8-10=-225/1274, 1-20=1475/417 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=16ft; Cat. 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) Bearing atjoint(s) 20 considers parallel to grain value using ANSIlrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 348 lb uplift at joint 9 and 410 lb uplift at joint 20. LOAD CASE(S) Standard PE 76051 A 9� I t STATE OF /ONAL ENGN\�� /IIIII1110 0 Job Truss Truss Type Qty Ply Renton-Jem-Mission A15 Roof Special 1 1 Job Reference (optional) Southern Truss, Ft Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:13 Page: 1 ID:3xDt4EDJ5COuZ9CbsK5xT2yXR5j-POUi7jkMMxdlLg2BKtZNokyzJdNILSP5RYFJtPz m5C 7-11-0 10-1 , 18-2-4 26-2-0 33-2-8 7-11-0 2-7-0 7-8-4 7-11-12 7-0-8 612 5x4= 3 1x4n 7x7= 5.58 L. 12 1x4n 4 4x8= 5 1x4n 1x4n 1x4n 1x4n 1x4n 28-4-9 .To Scale = 1:61.9 0-5-8 ti-b-15 3-b-t3 0-0-8 1-b-4 6-U-4 4-y-1 L 'L-L-y "' 4-4-1 b 0-1-12 0-5-0 Plate Offsets (X, Y): [1:0-3-8.0-3-0], [2:0-2-8,0-2-4], [5:0-5-4,0-2-0], [7:0-2-8,0-0-8], [11:0-5-4,0-4-8], [11:0-0-10,0-4-12], [12:0-1-13,0-0-8], [13:0-3-0,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.12 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.30 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.11 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 232lb FT=10% LUMBER TOP CHORD 2x4 SP M 31 'Except' T2,T3:2x4 SP No.2 BOT CHORD 2x4 SP N0.2 *Except* F2,F4:2x4 SP No.3 WEBS 2x4 SP No.3 *Except` W1:2x4 SP N0.2 OTHERS 2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-7-15 oc bracing. REACTIONS (lb/size) 7=1478/0-4-8, (min. 0-1-12), 19=1443/0-5-0, (min. 0-1-8) Max Horiz 19=132 (LC 9) Max Uplift 7=379 (LC 4), 19=-412 (LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1836/546, 2-3=-1687/533, 3-4=-1742/595, 4-5=1742/595, 5-6=-1383/404 BOTCHORD 11-12=-527/2078, 10-11=363/1473, 9-10=286/1162, 8-9=-286/1162 WEBS 1-12=517/1978, 2-11=-1003/308, 3-10=155/464, 4-10=627/362, 5-10=-282/838, 5-8=-460/237, . 6-7=-1423/406, 6-8=-330/1328, 1-19=1486/429 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 1x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Bearing at joint(s) 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 379 lb uplift at joint 7 and 412 lb uplift'atjoint 19. LOAD CASE(S) Standard �. CEfVS��t - { i PE 7605 \\� t` STATE OF Alz- ORIDP: Job Truss Truss Type Qty Ply Renton-Jem-Mission A16 Roof Special Girder 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: B.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 0615:19:14 Page: 1 ID:Bd7rglzdwPj03XcgK220SHyXULv-tD24C31_6FIcz_cNtb4cKxUAG l ikduQEgC7lPrz_m5B 5-11-0 8-6-0 15-0-11 21-7-5 28-2-0 33-2-8 5-11-0 2-7-0 6-6-11 6-6-11 6-6-11 12 4x4= 3x8= 3x4= 1x4n 4x7= NAILED NAILED 61- 3 4 5 6 7 m 00 o M ,6 N<N� C6 Cl) O O u') N ri 2x6n 17 16 15 14 13 12 2711 28 29 3x6= 3x8= 3x4= 1x4n 3x4= 5x8= 5x14= 3x4= 3x8= JUS24 JUS24 46n 0-5-8 5-9-4 8-7-12 ' 12-5-8 15-0-11 20-9-0 21-7-5 28-0-4 32-5-8 33-2-8 0-5-8 5-3-12 2-10-8 3-9-12 2-7-3 5-8-5 0-10-5 6-4-15 4-5-4 0-9-0 S Scale = 1:64.1 Plate Offsets (X, Y): [1:0-3-8,0-3-0], [2:0-2-B4O-2-4], [3:0-24,0-2-0], [7:0-54,0-2-0], [8:0-2-0,0-1-12], [11:0-2-8,0-3-0], [17:0-2-0,0-1-8], [18:0-3-0,0-1-8] 99 79 M � R O C9 qC9 -PO �c M� O O Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.11 12-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.22 14-16 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.83 Horz(CT) 0.14 23 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 260lb FT= 10% LUMBER TOP CHORD 2x4 SP No.2 `Except' T1:2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* B3:2x4 SP M 31 WEBS 2x4 SP No.3 *Except* W1:2x4 SP M 31 OTHERS 2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-5 cc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-5-15 oc bracing. WEBS 1 Row at midpt 2-17, 4-16, 4-12, 8-10 REACTIONS (Ib/size) 23=3271/0-4-8, (min. 0-1-8), 24=1765/0-5-0, (min. 0-1-8) Max Horiz 24=-83 (LC 24) Max Uplift 23=-1161 (LC 4), 24=541 (LC 4) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-25=1281/434, 25-26=-1282/434, 2-26=-1282/434, 2-3=1636/549, 3-4=-1431/499, 4-5=-1B80/716, 5-6=-1880l716, 6-7=-1880016, 7-8=1545/588, 10-23=267/803, 19-23=2468/895, 8-19=2468/895 BOT CHORD 16-17=391/1314, 15-16=621/1918, 14-15=621/1918, 13-14=621/1918, 12-13=621/1918, 12-27=-476/1337, 11-27=-482/1351 WEBS 1-17=540/1821, 2-17=1361/468, 2-16=126/326, 3-16=120/435, 4-16=802/307, 4-14=01267, 6-12=-485/279, 7-12=-451/851, 7-11=-334/568, 8-11=734/2065, 1-24=1904/592 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) 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) 23, 24 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1161 lb uplift at joint 23 and 541 lb uplift atjoint 24. 7) Use USP JUS24 (With 4-10d nails into Girder & 2-10d nails into Truss) or equivalent spaced at 2-0-0 cc max. starting at 28-1-4 from the left end to 30-1-4 to connect truss(es) C5 (1 ply 2x4 SP), C4 (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) 643 lb down and 217 lb up at 32-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (Ib/ft) Vert: 1-2=-70, 2-3=70, 3-7=70, 7-8=70, 8-9=70, 10-18=20 \\W 1 1 1 j 1/o/ Concentrated Loads (lb) \�� w' M, BI // Vert: 25=144, 26=-69, 27=-629, 28=-629, 29=643 ��� �P`"<� �f� �1GENS - < �-i PE 7601 -��- STATE O ORI /0AIAL E�G�\ Job Truss Truss Type Qty Ply Renton-Jem-Mission A17 Half Hip 1 1 Job Reference (optional) Soumem Truss, Ft. Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 5 May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:14 Page: 1 ID:NCvwBWtMJ5jFb8Jgm4sm?7yXQsg-tD24C31_6FIcz_cNtb4cKxUA51 e2drOEgC?tPrz_m5B 1-1-9 5-9-A 11-01 17-11-1 24-8-6 31-5-10 38-2-15 45-2-0 1-1-9 5-9 4 5-2-12 6_11-1 6-9-5 6-9-5 6-9-5 6-11-1 5x7- 4 3x5= 3x6= 2x4a 3x5= 3x6= 3x5= 4x5= 5 6 7 8 9 10 11 4x5= 2x4n 3x5= 4x6= 3x5= 3x8= 4x6= 3x5= 4x5= 5-9 4 11-12 17-11-1 24-8-6 31-5-10 -2-15 45-2-0 5-9 4 5 1-4 8 6-9-5 6-9-5 6-9-5 386-9-5 6-11-1 it Scale = 1:78.6 Plate Offsets (X, Y): [4:0-54,0-2-8], [10:0-2-4,0-1-8], [11:0-2-0,0-2-0], [12:Edge,0-3-8], [13:0-2-0,0-2-0], [14:0-2-4,0-1-8], [21:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.37 16-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.69 16-17 >781 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.20 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 261lb FT=10% LUMBER TOP CHORD 2x4 SP N0.2 *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 verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 11-12, 11-13 REACTIONS (lb/size) 2=2110/0-8-0, (min. 0-2-8), 12=2009/ Mechanical, (min. 0-1-8) Max Horiz 2=297 (LC 8) Max Uplift 2=550 (LC 5), 12=-666 (LC 5) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3859/1046, 34=3398/1026, 11-12=1947/692, 4-5=3920/1285, 5-6=-4059/1335,6-7=4059/1335, 7-8=4059/1335, 8-9=3470/1146, 9-10=3470/1146, 10-11=2148/711 BOT CHORD 2-20=1061/3325, 19-20=1061/3325, 18-19=953/2970, 17-18=953/2970, 16-17=1285/3919, 15-16=1146/3470, 14-15=1146/3470, 13-14=-711/2148 WEBS 3-19=-431/261, 4-19=65/403, 4-17=-482/1217, 5-17=625/372, 7-16=-463/265, 8-16=24&762, 8-14=-951/423, 10-14=563/1710, 10-13=1599/653,11-13=-909/2747 NOTES 1) VVind: 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) All plates are MT20 plates unless otherwise indicated. 4) All plates -are 3x5 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 666 lb uplift at joint 12 and 550 lb uplift at joint 2. LOAD CASE(S) Standard �XCENS������i PE 7601 `� l STATE OF o ORIID S OL 6 Job Truss Truss Type Qty Ply Renton-Jem-Mission A18 He Hip 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL, 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:14 Page: 1 ID:Og3Uc06LHRangp6HIVhh7eyXQr4-tD24C31_6FIcz cNtb4cKxUCzl[YdsKEgCltPrz m5B 4-9-4 9-0-0 16-3-14 23-5-15 30-8-1 37-10-2 45-2-0 1-1-9 4-9-4 4-2-12 7-3-14 7-2-2 7-2-2 7-3-14 5x7= 3x5= 3x6= 2x4u 3x5= 3x6= 3x6= 4x5= _12 4. 5 6 7 8 9 10 11 M O V 4x5= 3x5= 4x6= 3x8= MT20HS 3x8 = 3x9= sxon 3x5= 3x6= 9-1-12 16-3-14 23-5-15 30-B-1 37-10-2 45-2-0 9-1-12 7-2-2 7-2-2 7-2-2 7-2-2 7-3-14 Scale=1:78.5 Plate Offsets (X, Y): [4:0-5-4,0-2-8], [11:0-2-0,0-1-12], [12:0-2-12,0-1-8], [13:0-2-4,0-1-8], [17:0-2-4,0-1-8], [20:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.42 16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.77 16-17 >693 180 MT20HS 187/143 BCLL 0.0 Rep Stress [nor YES WB 0.90 Horz(CT) 0.16 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 2441b 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 N0.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-7-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-4-3 oc bracing. WEBS 1 Row at midpt 11-12, 11-13 REACTIONS (lb/size) 2=2110/0-8-0, (min. 0-1-12), 12=2009/ Mechanical, (min. 0-1-8) Max Horiz 2=247 (LC 8) Max Uplift 2=576 (LC 5), 12=668 (LC 5) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3804/1125, 3-4=3563/1083, 4-5=-4609/1523, 5-6=-4992/1649, 6-7=-4992/1649, 7-8=4992/1649, 8-9=-4370/1449, 9-1 0=-4370/1449, 10-11=-2749/912,11-12=1942/695 BOT CHORD 2-19=1098/3277, 18-19=1000/3134, 17-18=1000/3134, 16-17=1523/4608, 15-16=1449/4370, 14-15=1449/4370, 13-14=912/2749 WEBS 4-19=20/375, 4-17=-661/1735, 5-17=783/415, 5-16=189/454, 7-16=-493/282, 8-16=238/737, 8-14=-888/409, 10-14=635/1920, 10-13=1574/654,11-13=-1068/3217 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) 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 of withstanding 668 lb uplift at joint 12 and 576 ib uplift at joint 2. LOAD CASE(S) Standard CENS,,'��ii - _ ! PE 7601 \`I t STATE OF S/0NAL Job Truss Truss Type Qty Ply Renton-Jem-Mission A19 Half Hip Girder 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Scale=1:78.4 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:15 Page: 1 ID:SgMs4z4bBvhgTal17X21cbyXQjN4D24C.31_6FIcz_cNtb4cKxU8Sliydr3EgC?tPrz m5B -1-1-9 7-0-0 12-10-14 18-8-0 25-3-1 31-10-2 38-5-3 45-2-0 1-1-9 7-0-0 5-10-14 5-9-2 6-7-1 6-7-1 6-7-1 6-8-13 5x8= 3x5= 2x4n Sx6 We = 4x10= 2x4 if 4x6= 3x5= 4x6= 3 23 24 4 25 2627 5 28 29 630 731 32 33 B 34 935 3610 37 38 39 11 6P NOP2X STP 2x4n 20 40 41 19 42 18 4344 7 45 46 47 198 49 1550 14 51 52 5313 54 55 56 3x, 2x4 3x5= 3x6= 2x4 3x6= 3 9= 3x7= 4x5= ° - 5x9= ° - x - - 7-1-12 12-10-14 18-8-0 18-11-8 25-3-1 31-10-2 38-5-3 45-2-0 7-1-12 5-9-2 5-9-2 0-3-8 6-3-9 6-7-1 6-7-1 6-8-13 Plate Offsets (X, Y): [3:0-6-0,0-2-8], [4:0-2-4,0-1-8], [6:0-3-0,Edge), [9:0-3-0,Edge], [11:0-2-12,0-1-12], [12:0-3-0,0-1-8], [13:0-1-12,0-1-8], [14:0-4-0,0-1-8], [17:0-4-8,0-3-0j, [21:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.21 14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.33 13-14 >964 180 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(CT) 0.07 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 235lb FT= 10% LUMBER TOP CHORD BOT CHORD WEBS OTHERS BRACING TOP CHORD I:ti)t�ypNl:?I� WEBS WEBS WEBS 3-20=41/716, 5-17=-1002/738, 7) 2x4 SP M 31 *Except* T1:2x4 SP No.2 7-17=-4712/2139, 7-16=0/554, 2x4 SP M 31 *Except* B1:2x4 SP No.2 7-14=-974/2148, 8-14=935/685, 2x4 SP No.3 *Except* W4:2x4 SP No.2 10-14=-190/416, 10-13=12391861, 2x4 SP No.3 11-13=-1468/3233, 3-19=-1288/581, 4-19=-160/1016, 4-17=3380/1552 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied or 6-9-0 oc bracing. 1 Row at midpt 11-12, 7-14, 11-13, 3-19, 4-17 2 Rows at 1/3 pts 7-17 REACTIONS (lb/size) 2=1006/0-8-0, (min. 0-1-8), FORCES TOP CHORD BOTCHORD 12=2053/ Mechanical, (min. 0-1-8), 17=5346/0-7-0, (min. 0.4-7) Max Ho0z 2=197 (LC 8) Max Uplift 2=398 (LC 8), 12=-928 (LC 4), 17=2439 (LC 5) (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 2-3=1472/583, 4-25=1255/2751, 25-26=1255/2751, 26-27=1255/2751, 5-27=1255/2751, 5-26=1255/2751, 28-29=1255/2751, 6-29=1255/2751, 6-30=1255/2751, 7-30=-1255/2751, 7-31=3286/1494, 31-32=3286/1494, 32-33=-3286/1494, 8-33=-3286/1494, 8-34=3286/1494, 9-34=3286/1494, 9-35=3286/1494,35-36=-3286/1494, 10-36=3286/1494, 10-37=2920/1327, 37-38=2920/1327, 38-39=2920/1327, 11-39=2920/1327, 11-12=-1928/979 2-20=-590/1206,20-40=592/1229, 40-41=-592/1229,19-41=-592/1229, 17-45=642/1396, 45-46=-642/1396, 46-47=642/1396, 16-47=642/1396, 16-48=642/1396, 48-49=642/1396, 15-49=642/1396, 15-50=642/1396, 14-50=642/1396, 14-51=1327/2920, 51-52=1327/2920, 52-53=1327/2920, 13-53=1327/2920 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) 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 of withstanding 928 lb uplift at joint 12, 398 lb uplift at joint 2 and 2439 lb uplift atjoint 17. IE Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 227 lb down and 227 lb up at 7-0-0. 154 lb down and 152 lb up at 9-0-12, 154 lb down and 152 lb up at 11-0-12, 154 lb down and 152 lb up at 13-0-12, 154 lb down and 152 lb up at 15-0-12, 154 lb down and 152 lb up at 17-0-12, 154 lb down and 152 lb up at 17-8-12, 154 lb down and 152 lb up at 19-8-12, 154 lb down and 152 lb up at 21-8-12, 154 lb down and 152 lb up at 23-8-12, 154 lb down and 152 lb up at 25-8-12, 154 lb down and 152 lb up at 27-8-12, 154 lb down and 152 lb up at 29-8-12, 154 lb down and 152 lb up at 31-8-12, 154 lb down and 152 lb up at 33-8-12, 154 lb down and 152 lb up at 35-8-12, 154 lb down and 152 lb up at 37-8-12, 154 lb down and 152 lb up at 39-8-12, and 154 lb down and 152 lb up at 41-8-12, and 154 lb down and 152 lb up at 43-8-12 on top chord, and 352 lb down and 112 lb up at 7-0-0, 92 lb down at 9-0-12, 92 lb down at 11-0-12, 92 lb down at 13-0-12, 92 lb down at 15-0-12, 92 lb down at 17-0-12, 92 lb down at 17-8-12, 92 lb down at 19-B-12, 92 lb down at 21-8-12, 92 lb down at 23-8-12, 92 lb down at 25-8-12, 92 lb down at 27-8-12, 92 lb down at 29-8-12, 92 lb down at 31-8-12, 92 lb down at 33-8-12, 92 lb down at 35-8-12, 92 lb down at 37-8-12, 92 lb down at 3M �,�r� a��lbdown at 41-8-12, and 92 lb dowpp BB ri 6 hbrd. The design/ selVhers i P/// is the p\i 'i[reko 1�ad + I%oof Live (balanceiJ Luitif rlr caase=1.25, tat 16reas�i 5- w_;� .1 , , a_ „� 8051 ,n V� ) 3=-193_c:q0f§2 - - �4� 1 _12,�5Y 2s_151 2s= S'I 'y6 Q51,�31=151 8g�� T5t 39=�`�1 41=46, 42=46, 4 h '& il jr 7--= 48= 46, ��A 53=-46, 54=-46, 55=-46, 56- 6 11 Job Truss Truss Type Qty Ply Renton-Jem-Mission B1 Half Hip 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.4 5 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:15 Page: 1 I D:XVRwoU172rML34HIzLEmA?yXQYI-LPcTPPmctytTb8BaRlbngl OCROmM M30vskQxHz_m5A i1-1-g 6-9-4 13-0-0 19-7-2 26-0-7 32-7-b 1-1-9 6-9-4 6-2-12 6.7-2 6-5-6 6-7-2 4x4- 3x4= 3x4= 3x4= 2x4n 4 5 6 7 8 9 5x4= 3x4= 1x4n 3x4= 3x4= 3x4= 3x8= r 6-9-4 13-1-12 22-9-12 32-7-9 r 6-9 4 6-4-8 9-M 9-9-12 f• Scale = 1:59.7 u) Plate Offsets (X, Y): [4:0-2-4,0-2-4], [9:0-2-4,0-2-4], [15:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.17 9-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.38 10-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 183lb FT=10% LUMBER TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 *Except` B3:2x4 SP M 31 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-6 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-8-15 oc bracing. WEBS 1 Row at midpt 5-12, 7-9 REACTIONS (lb/size) 2=1547/0-6-0, (min. 0-1-13), 9=1445/ Mechanical, (min. 0-1-8) Max Horiz 2=348 (LC 8) Max Uplift 2=383 (LC 8), 9=-472 (LC 5) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2648/605, 3-4=-2029/552, 4-5=-1728/534, 5-6=-1504/457, 6-7=-1504/457 BOT CHORD 2-14=-749/2255, 13-14=749/2255, 12-13=749/2255, 11-12=572/1733, 10-11=-572/1733, 9-10=397/1168 WEBS 3-14=0/258, 3-12=610/338, 4-12=-49/501, 5-10=521/261, 7-1 0=1 36f762, 7-9=-1638/562 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) All plates are 3x4 MT20 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 of withstanding 472 lb uplift at joint 9 and 383 lb uplift at joint 2. LOAD CASE(S) Standard `U1 GEN PE 76051 ` a-p 1 STATE OF 40R10 t, LI II I Al Job Truss Truss Type Qty Ply Renton-Jem-Mission B2 Half Hip 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 05 15:19:15 Page: 1 ID:jhjoNUGhR6J81 Dgv5R9HtfyXQXW-LPcTPPmctYtTb6BaRIbrt91 KSR2zMJoOvskQxHz_m5A 1-1-9 5-9-4 11-0-0 1 18-3-2 i 25-4-7 32-7-9 1-1-9 5-9-4 5-2-12 7-3-2 7-1-6 7-3-2 4x7= 4 1x4n 3x4= 3x4= 5 6 7 3x6= 8 ._ .. ._ ._ .. ._ 2x6n 3x4= 1x4ii 3x4= 3x8= 3x4= 3x6= 3x4= i 5-9 4 115 1--12 i 18-3-2 25-4-7 1 32-7-9_ r 5-9-4 4-8 7-1-6 7-1-6 7-3-2 a Scale = 1:59.6 Plate Offsets (X, Y): [2:0-0-12,Edge], [4:0-5-4,0-2-4], [16:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.13 12-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.29 12-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.08 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 184 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-11-11 oc bracing. WEBS 1 Row at midpt 8-9 REACTIONS (lb/size) 2=1547/0-8-0, (min. 0-1-13), 9=1445/ Mechanical, (min. 0-1-8) Max Horiz 2=297 (LC 8) Max Uplift 2=369 (LC 8), 9=-475 (LC 5) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2676/656, 3-4=-2188/626, 4-5=-2132/695, 5-6=2132/695, 6-7=-2132/695, 7-8=-1514/496, 8-9=-1380/503 BOT CHORD. 2-15=-717/2283, 14-15=717/2283, 13-14=-596/1889, 12-13=596/1889, 11-12=496/1514, 10-11=-496/1514 WEBS 3-14=-462/270, 4-14=66/426, 4-12=-203/306, 5-12=526/305, 7-12=-2531784, 7-10=1013/460, 8-10=-618/1889 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 truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 475 lb uplift at joint 9 and 369 lb uplift at joint 2. LOAD CASE(S) Standard CENS����i�� PE rJt0�0 t STATE O i 0 ��� �� SO - U ORIO S ONIAL-` NG\X Job Truss Truss Type Qty Ply Renton-Jem-Mission B3 Half Hip 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:16 Page: 1 I D:oCHOwVg3u32YZCGORW16 KyXQ V h-pbArdl mEes?JCH mm?064QM aU6rKW5nRX7 W UzUkz_m59 -1-1-9 4-9-4 9-0-0 16-11-2 24-8-7 32-7-9 J 1-1-9 4-9-4 4-2-12 7-11-2 7-9-6 7-11-2 3x4= 4x8= 3x4= 3x4= 1x4u 3x7= 4 5 6 7 8 3x4= 3x4= 3x4= 4x4= 4x8= 3x511 9-1-12 16-11-2 24-8-7 32_-7-9_ 9-1-12 7-9-6 7-9-6 7-11-2 Scale = 1:59.5 Plate Offsets (X, Y): [4:0-54,0-2-0], [9:0-24,0-1-8], [10:0-1-8,0-2-0], [15:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.17 2-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.40 2-14 >962 180 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 173lb 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 3-3-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-10, 8-10 REACTIONS (lb/size) 2=1547/0-8-0, (min. 0-1-13), 9=1445/ Mechanical, (min. 0-1-8) Max Horiz 2=247 (LC 8) Max Uplift 2=389 (LC 5), 9=-478 (LC 5) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2636l136, 3-4=-2365/685, 4-5=-2645/873, 5-6=-1977/651, 6-7=-1977/651, 7-8=-1977/651, 8-9=-1373/509 BOT CHORD 2-14=-757/2255, 13-14=646/2065, 12-13=646/2065, 11-12=873/2645, 10-11=873/2645 WEBS 4-14=21/404, 4-12=-326/668, 5-10=-774/257, 7-1 O=579/333, 8-1 O=741/2247 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 truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 478 lb uplift at joint 9 and 389 lb uplift at joint 2. LOAD CASE(S) Standard V-8LEq��fi I/ PE 76051 \` t STATE C ,0'n4OR1DP 9b Job Truss Truss Type Qty Ply Renton-Jem-Mission B4 Half Hip Girder 1 1 Job Reference (optional) Southern Truss, Ft Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 0615:19:16 Page: 1 I D:KDpHs78XmIrF5tl5EEI_WZzNX1 s-pbArdlmEes?JCHmm?064OMaWHrNU5nRX7WUzUkz_m59 -1-0-0 3-9 4 7-0-0 12-2-9 17-3-6 22-4-3 27-5-0 32-7-9 1 1-0-0 3-9 4 3-2-12 5-2-9 5-0-13 5-0-13 5-0-13 5-2-9 4x4= 1x41 MT20HS 5x10 = 3x4= 3x4= 1x4u 3x9= 4x7= 10P 4 20 21 5 22 23 6 724 25 8 26 27 289 29 30 10 A'r AF�El N'i 00APOO 1p, 4x7= 3 ro O A 11 17 31 32 16 33 34 15 35 1436 1337 38 392 40 41 3x4= MT20HS 7x8 = 3x4= MT20HS 5x12 We = 4x7= MT20HS 3x6 it 4x8= 7-1-12 12-2-9 17-3-6 22-4-3 27-5-0 i 32-7-9__ __ J 7-1-12 5-0-13 5-0-13 5-0-13 5-0-13 5-2-9 Scale = 1:59.2 Plate Offsets (X, Y): [4:0-7-0,0-2-0], [7:0-2-0,Edge], [9:0-2-12,0-1-B], [10:0-2-12,0-1-8], [12:0-1-12,0-1-12], [13:0-1-12,0-1-8], [16:0-3-8,Edge], [18:0-2-2,0-0-6] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.48 15-16 >807 240 MT20HS 187/143 TCDL 15.0 Lumber DOL ' 1.25 BC 0.76 Vert(CT) -0.71 15-16 >542 180 MT20 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(CT) 0.17 11 n/a n/a BCDL 10.0 Code FB02017fTP12014 Matrix-S Weight: 181lb 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* W6:2x4 SP M 31, W5:2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-4 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-4-11 oc bracing. WEBS 1 Row at midpt 10-11 REACTIONS (lb/size) 2=2888/0-8-0, (min. 0-2-6), 11 =301 01 Mechanical, (min. 0-1-8) Max Horiz 2=197 (LC 21) Max Uplift 2=-1178 (LC 8). 11=-1360 (LC 5) FORCES (lb)- Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5356/2300, 3-4=5298/2344, 4-20=-6607/3003, 20-21=-6606/3003, 5-21=6606/3003, 5-22=7011/3180, 22-23=7011/3180, 6-23=7011/3180, 6-7=6069/2753, 7-24=6069/2753, 24-25=6069/2753, 8-25=-6069/2753, 8-26=6069/2753, 26-27=6069/2753, 27-28=6069/2753, 9-28=-6069/2753, 9-29=3791/1720, 29-30=3791/1720, 10-30=3791/1720, 10-11=-2916/1395 BOT CHORD 2-17=2086/4609, 17-31=2130/4731, 31-32=2130/4731, 16-32=2130/4731, 16-33=3003/6606, 33-34=3003/6606, 15-34=3003/6606, 15-35=-3180/7011, 14-35=3180/7011,14-36=-3180l7011, 13-36=3180/7011, 13-37=1720/3791, 37-38=1720/3791, 38-39=1720/3791, 12-39=1720/3791 WEBS 4-17=-43/604, 3-17=-277/368, 4-16=1084/2268, 10-12=2075/4575, 5-16=-1061l716, 5-15=238/495, 6-13=1151/521, 8-13=725/533, 9-13=1262/2783, 9-12=2398/1317 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) 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 of withstanding 1360 lb uplift at joint 11 and 1178 lb uplift atjoint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 227 lb down and 304 lb up at 7-0-0, 151 lb down and 193 lb up at 9-0-12, 151 lb down and 193 lb up at 11-0-12, 151 lb down and 1931b up at 13-0-12, 151 lb down and 193 lb up at 15-0-12, 151 lb down and 193 lb up at 17-0-12, 151 lb down and 193 lb up at 19-0-12, 151 lb down and 193 lb up at 21-0-12, 151 lb down and 193 lb up at 23-0-12, 151 lb down and 193 lb up at 25-0-12, 151 lb down and 193 lb up at 27-0-12, and 151 lb down and 193 lb up at 29-0-12, and 151 lb down and 193 lb up at 31-0-12 on top chord, and 352 lb down and 137 lb up at 7-0-0, 92 lb down at 9-0-12, 92 lb down at 11-0-12, 92 lb down at 13-0-12, 92 lb down at 15-0-12, 92 lb down at 17-0-12, 92 lb down at 19-0-12, 92 lb down at \\\ V 21-0-12, 92 lb down at 23-0-12, 92 lb down at 25-0-12, 92 lb down at 27-0-12, and 92 lb down at 29-0-12. and �xCE/�/S; 92 lb down at 31-0-12 on bottom chord. The design/ selection of such connection device(s) is the / P E ! 605 responsibility of others. / LOAD CASE(S) Standard47� 1 1 1) Dead + Roof Live (balanced): Lumber Increase=1.25, �� 1 / 1 Plate Increase (�� STATE OF Uniform Loads (lb/ftIb/ft) �1 '7_ � Vert: 1-4=-70, 4-10=-70, 2-11=20 / 0 Concentrated Loads (lb) %� ��� OR]D_P 93, 52, -15 21�151,127=1 51328= 125=151, 151,1/�S/OI�L \ 31=46, 32=-46, 33=46, 34=46, 35=46, 36= 46, 37= 46, 38= 46, 39=46, 40=46, 41=46 a "1 Job Truss Truss Type City Ply Renton-Jem-Mission C1 Roof Special Girder 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:17 Page: 1 ID:JKATZgUBL1Tt?RUkh2rV6PyXjuh-pbArdlmEes?JCHmm?0640MaXsrJj5nHX7WUzUkz m59 1-1-9 5-0-0 ,7-0-0 , 19-4-0 22-0-0 28-4-0 34-8-0 41-8-0 1-1-9 5-0-0 2-0-0 12-4-0 2-8-0 6-4-0 6 4-0 7-0-0 5x5= 4x8= 5x5= 9 29 30 10 31 32 11 ch o MT20HS 5x8 = 3x4u 4x5= 5x12= 5 . 27 28 6 7 8 � 2x4. J2 4 12 3 12 r12ti � 5 10 NOP2X2TP oo NOP2XSTP 3 3 L6 - CQ - M c' 2x411 3 2 y o ioc c 17 16 35 36 1514 37 38 13 a2 1 0 22 33 34 2D 19 W 3x12= MT20HS 3x8 3x4= 3x6= 1`" 0 5x4= = 24 5xl2= 2x4u 2x4n 3x5= 3x8a 2x4u Sx10= 3x4= NOP2X STP 32060 2-10-4 15-4-0 2-0-0 7-1-12 12 8-0 14-11-8 19-2-4 22-1-12 1 -4-0 34-6-4 41-8-0 2-0-0 4-1-12 5-6 4 2-3-8 3-10 4 2-11-8 6-2 4 6-2-4 7-1-12 0-10-4 0-4-8 0-1-12 ;i Scale=1:74.7 Plate Offsets (X, Y): [20 ,0 2], -1-2.0 )-0.[22:0-2-0,0]2[12], 0-2- -4.], 1. 0]-12,0-1-8], [8:0-7-12,0-3-4], [9:0-3-0,0-2-8], [10:0-4-0,0-2-8], [11:0-3-0,0-2-8], [16:0-5-4,0-1-8], [18:0-4-12,0-3-0], Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ltd PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.23 14 >999 240 MT20HS 187/143 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.35 13-14 >909 180 MT20 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(CT) 0.19 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 216lb FT=10% LUMBER TOP CHORD 2x4 SP M 31 'Except` T1,T3:2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B3:2x4 SP No.3, B5,B6:2x4 SP M 31 WEBS 2x4 SP No.3 *Except` W7,W9:2x4 SP N0.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-1 or. purlins. BOT CHORD Rigid ceiling directly applied or 5-7-4 oc bracing. WEBS 1 Row at midpt 5-21, 8-18, 10-16 REACTIONS (lb/size) 2=60010-8-0, (min. 0-1-8), 12=2064/0-8-0, (min. 0-1-11), 18=4718/0-8-0, (min. 0-3-15) Max Horiz 2=152 (LC 8) Max Uplift 2=216 (LC 8). 12=-903 (LC 9). 18=2064 (LC 8) Max Grav 2=605 (LC 17), 12=2068 (LC 18). 18=4718 (LC 1) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-670/226, 3-4=-943/394, 4-5=-699/312, 5-27=-788/1893, 27-28=788/1893, 6-28=-788/1894, 6-7=821/1970, 7-8=1749/3972, 8-9=2651/1380, 9-29=2404/1261, 29-30=2404/1261, 10-30=2403/1261, 10-31=-3452/1650, 31-32=3452/1650, 11-32=3453/1651, 11-12=3963/1794 BOT CHORD 2-24=-268/492, 3-23=-415/857, 22-23=-414/854, 22-33=276/656, 33-34=276/656, 21-34=-276/656, 6-21=-713/518, 7-18=2826/1301, 17-18=570/968, 16-17=574/970, 16-35=-1939/4180,35-36=-1939/4180 15-36=1939/4180, 14-15=1939/4180: 14-37=1939/4180, 37-38=-1939/4180, 13-38=1939/4180, 12-13=1510/3410 WEBS 5-22=-228/918, 5-21=-2762/1211, 18-21=-3955/1813,7-21=-1526/3281, 8-18=-5452/2393,8-16=-830/1824, 9-16=-111/602, 10-16=2055/939, 10-14=0/616, 10-13=909/495, 11-13=-297/1066, 4-22=302/181, 23-24=284/565, 3-24=-729/398 Vert: 1-5=-70, 5-B=70, 8-9=-70, 9-11=-70, 11-12=70, 2-24=20, 21-23=-20, 19-20=20, 12-18=-20 Concentrated Loads (lb) Vert: 5=169, 9=214, 11=-214, 21=-46, 6=-151, 22=436, 16=-390, 14=-92, 13=-390, 10=-302, 27=169, 28=169, 29=-151, 30=151, 31=151, NOTES 32=-151, 33=-34, 34=34, 35=-46, 36=46, 37=46, 1) Unbalanced roof live loads have been considered for this 38=-46 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 903 lb uplift at joint 12, 216 lb uplift at joint 2 and 2064 lb uplift at joint 18. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 258 lb down and 185 lb up at 7-0-0, 209lb down and 143 lb up at 9-0-12, 209lb down and 143 lb up at 11-0-12, 191 lbdown and 152 1b up at 13-0-12, 261 lb down and 249 lb \\\�pp1��` - \P1- up at 22 0-0, 154 lbdo n and 152 lb up at24-0-12, \\\\\ --- 154 lb down and 152 lb up at 26-0-12, 154 lb down and ` Q) � \CENs�5 152 lb up at 28-0-12, 154 lb down and 152 lb up at 28-7-4, 154 lb down and 152 lb up at 30-7-4, and 154 lb / PE 76051 down and 152 lb up at 32-7-4, and 261 lb down and 249 lb up at 34-8-0 on top chord, and 436 lb down and 168 q 9 Y I Ib up at 7-0-0, 67 Ib down at 9-0-12, 67 Ib down at 11-0-12, 92 lb down at 12-9-12, 390 lb down and 142 lb up at 22-0-0, 92 lb down at 24-0-12, 92 lb down 0 STATE OF �� OF at 26-0-12, 92 lb down at 28-0-12, 92 lb down at 28-7-4. 0 92 lb down at 30-7 4, and 92 lb down at 32-7 4, and down / // ORID \ 390 lb and 142 lb up at 34-7-4 on bottom chord. The design/selection of such connection device(s) is the S/ 1tiAL NG\\ Q I E \ responsibility of others. /���� LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Job Truss Truss Type Qty Ply Renton-Jem-Mission C2 Roof Special 1 1 Job Reference (optional) boumem i russ, K. Pierce, t-L., 34951 Kun: 8.4 5 U May 13 ZUZU Hnnt: 8.4UU 5 May 13 2U2U MIIeK Industries, Inc. Mon Jul U5 15:19:17 Page: 1 ID:BJsE4BSn3GCOg9MQ?L?PsVyXY2r-HnkDg5nsPA7AgRLyZjeJya6hHFhhqEEgMADXOAz m58 -1-1-9 5-6-10 9-0-0 21-4-0 24-0-0 , 28-4-0 32-8-0 , 36-10-12 41-8-0 1-1-g 5-6-10 3-5-6 12-4-0 2-8-0 4 4-0 4 4-0 4-2-12 49 4 5x5= 3x4= 5x5= -Co-o Sx7= 2x4 it 4x9= 5x5= 9 10 11 N 6i2 5 6 7 8'' 2x4. 44° 11 12 11 a 12 r 4 9 SxB= 4 6 I-NOP2X STP 3 3 13 'd• v 2x4 n o c c,+ 2 22 17 16 15 14 '793x5Q91 oc 0 1 2490 20 9 193x9= 3x8= 3x6= 3x8= r r 2x4 it 3x4= Sx8= 2x4u 3x5= 2Au 4x7= 15-44-®P2X STP 3-0-0 9-1-12 12-8-0 14-11-8 21-2-4 24-112 32-6-4 41-7-1 41-8-0 3-0-0 6-1-12 3-6-4 2-3-8 5-10 4 2-11-8 8-4-8 9-0-13 0-0-15 0-4-8 e Scale = 1:74.8 Plate Offsets (X, Y): [5:0-5-4,0-2-8], [7:0-2-0,0-2-0], [9:0-2-8,0-2-4], [11:0-2-8,0-2-4], [18:0-2-0,Edge], [21:0-2-12,0-2-8], [25:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.16 13-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.35 13-14 >917 180 BCLL . 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.06 13 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 233lb FT=10% LUMBER 4) All plates are MT20 plates unless otherwise indicated. TOP CHORD 2x4 SP No.2 5) This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2 *Except* B2,B4:2x4 SP No.3 chord live load nonconcurrent with any other live loads. WEBS 2x4 SP No.3 6) Provide mechanical connection (by others) of truss to BRACING bearing plate capable of withstanding 260 lb uplift at joint TOP CHORD Structural wood sheathing directly applied or 13, 132 lb uplift atjoint 2 and 696 lb uplift atjoint 18. 4-1-14 oc pudins. LOAD CASE(S) Standard BOT CHORD Rigid ceiling directly applied or 4-8-14 oc bracing. REACTIONS (lb/size) 2=405/0-8-0, (min. 0-1-8), 13=1003/0-11-5, (min. 0-1-8), 18=2380/0-8-0, (min. 0-2-13) Max Horiz 2=170 (LC 8) Max Uplift 2=132 (LC 6). 13=-260 (LC 9), 18=696 (LC B) Max Grav 2=421 (LC 17), 13=1003 (LC 1). 18=2380 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-405/89, 3-4=-950/436, 4-5=-85/274, 5-6=217/893, 6-7=-226/909, 7-8=636/400, 8-9=-1032/428, 9-10=-887/388, 10-11=-12171418, 11-12=-1426/433. 12-13=-1738/507 BOT CHORD 2-24=-171/296, 3-23=316/202, V 22-23=1 86/261, 7-1 8=2508/813, 15-16=330/1207, 14-15= 330/1207, `�\ _NCEN j 14 6397/1489 _ \, WEBS 5-22-22=66/365, 5-21=-963/321, -�i'—� � / PE /6051 18-21=1464/501, 7-21=380/1156, f ^17 I 7-17=-516/2327, 8-17=981/283, 8-16=77/318, 9-16=118/254, — `r / 10-16=480/156, 11-14=621371, STATE O 12-14=-319/268, 4-22=-442/277, i \ f 4-23=-308/749 j Oit1 �^­7 NOTES /// �S ORj� 1) Unbalanced roof live loads have been considered for this // '91c) design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. ad Job Truss Truss Type Qty Ply Renton-Jem-Mission C3 Common 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 16:19:17 Page: 1 ID:g?byR3sbgSDDzS31DeLxigyXQIY-HnkDg5nsPA7AgRLyZjeJya6hzF]CgNBgMADXOAz_m58 1-1-1-91 B-4-4 1 11-0-0 1 15-0-0 1 1-1-9 8-4-4 2-7-12 4-0-0 3x4= 2x4u 5 6 3x5= 3X9 = l X4 n 3x4= 1x4u 1x4n 2x4= 1x4n 3-0-0 14-8-8 1 2-0-0 2-10�1 8-4-4 1 12-8-0 12-9-12 15j0-0 2-0-0 0_10_4 5 4 4 4-3-12 0-1-12 0-3-8 Scale = 1:48.8 0-1-12 1-10-12 Plate Offsets (X, Y): [3:0-8-0,0-0-1], [5:0-2-0,0-2-8], [11:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.48 8-9 >365 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.70 8-9 >252 180 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.34 15 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 79lb FT=10% LUMBER TOP CHORD 2x4 SP M 31 'Except' T2:2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2:2x4 SP M 31, F2:2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-11-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-7 REACTIONS (lb/size) 2=750/0-3-8, (min. 0-1-8), 15=658/0-3-8, (min. 0-1-8) Max Horiz 2=298 (LC 8) Max Uplift 2=197 (LC 8), 1`5=-210 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-339/0, 3-4=-1083/273, 7-15=658/210 BOT CHORD 3-9=-403/951, 8-9=403/951, 7-B=-403/951 WEBS 4-8=2/406, 4-7=-1040/450 NOTES 1) Unbalanced roof live loads have been considered for this design. \1 1 I I I I I' /1 /// 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat \\` �\ N Ni • k II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 DOL=1.60 ��C EIS' plate grip 3) Provide adequate drainage to prevent water ponding. designed 10.0 bottom / PE 76051 4) This truss has been for a psf chord live load nonconcurrent with any other live loads. 5) Bearing atjoint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building d' 4 / t designer capacity bearing surface. \ STATE OF should verify of 6) Provide mechanical connection (by others) of truss to j Q �� 7 — 8 bearing plate capable of withstanding 197lb uplift at joint <_ORI_D_P //����S/D���L 2 and 210 lb uplift at joint 15. LOAD CASE(S) Standard �T Job Truss Truss Type Oty Ply Renton-Jem-Mission C4 Half Hip 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 0615:19:17 Page: 1 ID:jpZTSyy?96bZSN1emLXBv4yXULw-HnkDg5nsPA7AgRLyZjeJya6iYFm_gCVgMADXOAz m58 A C0 O O -1-1-9 8-4-4 13-0-0 15-0-0 i i1-1-9T B-4-4 4-7-12 3x5= 3x4= 2x4n 5 6 3x6= 1x4n 4x8= 1x4n 1x4n 2x4= 1x4n 3-0-0 14-8-8 2-0-0 2-10-4 8-4-4 12-7-14 12-9-10 15-0-0 2-0-0 0-10-4 5-4-4 4-3-10 0-1-12 0-3-8 Scale = 1:53 0-1-12 1-10-14 Plate Offsets (X, Y): [3:0-7-B,Edge], [5:0-2-0,0-2-8], [7:0-4-8.0-2-0], [11:0-2-2,0-0-8] Loading TCLL (roof) TCDL BCLL BCDL (psf) 20.0 15.0 0.0 10.0 Spacing 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017ITP12014 CSI TC BC WB Matrix-S 0.65 0.55 1.00 DEFL Vert(LL) Vert(CT) Horz(CT) in 0.43 -0.59 0.29 (loc) 8-9 8-9 15 I/deft Ud >409 240 >297 180 n/a n/a PLATES GRIP MT20 244/190 Weight: 81 lb FT = 10% LUMBER TOP CHORD 2x4 SP M 31 'Except' T2:2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2:2x4 SP M 31, F2:2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP 6.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=756/0-8-0, (min. 0-1-8), 15=649/ Mechanical, (min. 0-1-8) Max Horiz 2=348 (LC 8) Max Uplift 2=186 (LC 8), 15=-258 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-367/0, 3-4=1054/252, 7-15=649/258 BOT CHORD 3-9=-436/919, 8-9=-436/919, 7-8=-436/919 WEBS 4-8=0/394, 4-7=1004/478 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 186 lb uplift at joint 2 and 258 lb uplift at joint 15. LOAD CASE(S) Standard i\C ENS��� PE 76051 ZZ: �3 STATE OFt 0� \�"4 ORID �/lllllll� to Job Truss Truss Type Qty Ply Renton-Jem MiSsiOn C5 MonopitCh 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: B.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:18 Page: 1 ID:jQZTSyy?96bZSN1emLXBv4yXULw-I_Ib2RoUATF1Sbw86R9YVnfine57Zekgbgz4Ycz m57 M C6 •1-1-9 7-10-9 1-1-9 7-10-9 3x4= 5-0-0 7-1-7 2x4 0 4 3x4= 1x4n 7-10-9 I� 15-0-0 I Scale=1:48.9 7-10-9 7-1-7 Plate Offsets (X, Y): [3:0-3-0,0-3-4], [7:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defi L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.08 2-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.19 2-6 >903 180 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 78lb 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 4-7-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-8-1 oc bracing. REACTIONS (lb/size) 2=75610-8-0, (min. 0-1-8), 5=649/ Mechanical, (min. 0-1-8) Max Horiz 2=393 (LC 8) Max Uplift 2=166 (LC 8), 5=-312 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-921/94 BOT CHORD 2-6=351/720, 5-6=351/719 WEBS 3-6=0/349, 3-5=815/398 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord 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 312 lb uplift at joint 5 and 166 lb uplift at joint 2. LOAD CASE(S) Standard CENS�.\�^ - ! PE 76051 \` r— t STATE OF /Oao � �\\- ORID //IIIIIl\\\ Job Truss Truss Type Qty Ply Renton-Jem-Mission C6 Monopitch Girder 1 2 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc, Mon Jul 05 16:19:18 Page: 1 ID:ZhctwKTnlQz?8_SXSFZ3c7yXQ3Y-I_Ib2RoU.ATF1Sbw86R9YVnfyHeBYZiygbgz4Ycz m57 Co 5-14 9-1-0 14-6.4 1-1-9 5-1-4 3-11-12 5-5-4 2x4 it 6 2x4 it 10x10= 6x6= 3x7 o HUS26 HUS26 HUS26 HUS26 5-1-4 9-1-0 14-6-4 I Scale =1:49 5-1 4 3-11-12 5-5-4 Plate Offsets (X, Y): [5:0-1-8,0-1-12], [7:0-3-0,0-1-12], [10:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.10 8-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.15 8-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 194lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 `Except* W4:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-7 oc pudins, except end verticals. *BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-7 REACTIONS (lb/size) 2=3298/0-8-0, (min. 0-1-8), 7=5328/0-4-0,(min. 0-2-3) Max Horiz 2=380 (LC 8) Max Uplift 2=1221 (LC 8), 7=2067 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6604/2468, 3-4=5144/1843, 4-5=5032/1853 BOT CHORD 2-9=-2463/5765, 9-12=2463/5765, 8-12=2463/5765, 8-13=-1839/4558, 13-14=1839/4558, 7-14=183914558 WEBS 3-9=-563/1265, 3-8=-1427/737, 5-8=-2189/5742, 5-7=5943/2398, NOTES 1) 2-ply truss to be connected together with 1Od (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 - 2 rows staggered at 0-4-0 oc. Web connected as follows: 2x4 -1 row at 0-9-0 oc, Except member 5-8 2x4 -1 row at 0-7-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 4) AII 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 2067 lb uplift at joint 7 and 1221 lb uplift at joint 2. 7) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 7-0-12 from the left end to 13-0-12 to connect truss(es) B4 (1 ply 2x4 SP), B3 (1 ply 2x4 SP), B2 (1 ply 2x4 SP), B1 (1 ply 2x4 SP) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-6=-70, 2-7=-20 Concentrated Loads (lb) Vert: 8=-1425, 12=-2990, 13=1425, 14=1425 BCEQ�ij/ OGENS / PE 76051 \` STATE 0 \<ORIDP.�y<C, f/11IM0 Job Truss Truss Type Qty Ply Renton-Jem-Mission CJ5 Diagonal Hip Girder 2 1 Job Reference (optional) SOUinem Iruss, rt. merce, rL., 34VOI Scale = 1:31.8 Plate Offsets (X, Y): [5:0-2-2,0-0-8] Kun: tl.4 5 U May 13 2UZU F'nnt: b.4UU 6 May 13 2U2U MI IeK Inrlustnes, Inc. Mon Jul Ub 1o:IU:1b F'age: 1 ID:tKL2X18HKbkuZjYDUeSKWgyXTxs-I_Ib2RoUATF1Sbw86R9YVnfrGelNZtMgbgz4Ycz m57 1 -1-6-2 I 6-11-6 1 2 6-11-6 2x4 = 4.241r NAILED NAILED NAILED NAILED NAILED 4 6-11-6 Loading TCLL (roof) TCDL BCLL BCDL (psf) 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/TP12014 CSI TC BC WB Matrix-P 0.78 0.86 0.00 DEFL Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft 0.18 2-4 >444 -0.29 2-4 >273 0.00 3 • n/a L/d 240 180 n/a PLATES GRIP MT20 244/190 Weight: 26 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 10-0-0 oc bracing. REACTIONS (lb/size) 2=406/0-10-15, (min. 0-1-8), 3=194/ Mechanical, (min. 0-1-8), 4=143/ Mechanical, (min. 0-1-8) Max Horiz 2=159 (LC 4) Max Uplift 2=-189 (LC 4), 3=134 (LC 8), 4=-42 (LC 4) Max Grav 2=406 (LC 1), 3=194 (LC 1). 4=164 (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 134 lb uplift at joint 3, 189lb uplift at joint 2 and 42 lb uplift at joint 4. 5) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"4.25") toe -nails per NDS guidlines. 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, 2-4=20 Concentrated Loads (lb) Vert: 7=99, 9=-128 VI P _ B4/ CENs����i/�i� Jf{j/ PE 76051 ` t } "d STATE OF 0R11)P.���� ZONAL 3k 1 Job Truss Truss Type Qty Ply Renton-Jem-Mission CR Diagonal Hip Girder 4 1 Job Reference (optional) Southern Truss, Ft Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 0615:19:18 Page: 1 ID:yMNaWzQ2XVrbugbmuVFKPMyXjum-I Ib2RoUATF1 Sbw86R9YVnfyWe9M2o2gbgz4Ycz_m57 I -1-6-2 I 5-3-6 1 9-9-5 I 1-6-2 5-3-6 4-5-15 NAILED 12 NAILED 4.24 r 4 NAILED NAILED NAILED .. 3x4 , 12 3 11 ci v 10 A � 1x4n 2 Cl)'T= 1 B1 1 c� °� 13 14 7 15 ffis 1 x4 n 3x4 = 3x4 = NAILED NAILED NAILED NAILED NAILED NAILED 5-3-6 9-5-7 9-9-5 Scale = 1:39 5-33 6 4-2-1 0-3-14 Plate Offsets (X, Y): (8:0-2-2,0-0-8) Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.02 2-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.04 2-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S 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 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=525/0-10-15, (min. 0-1-8), 4=141/ Mechanical, (min. 0-1-8), 6=334/ Mechanical, (min. 0-1-8) Max Horiz 2=209 (LC 4) Max Uplift 2=-214 (LC 4). 4=-105 (LC 4), 6=121 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-10=748/185, 10-11=719/223, 3-11=-671/227 BOT CHORD 2-13=-329/670, 13-14=329/670, 7-14=-329/670, 7-15=329/670, 6-15=329/670 WEBS 3-7=0/263, 3-6=732/359 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 105 lb uplift atjoint 4, 214 lb uplift at joint 2 and 121 lb uplift at joint 6. 5) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-4=70, 2-5=20 Concentrated Loads (lb) Vert: 10=99, 12=-47, 14=-64, 15=18 \\\\\\ III k N'1 113 /��// 1 -� PE 76051 \` 1� L �� I STATE OF �o <7 Job Truss Truss Type Qty Ply Renton Jem-Mission CRT Diagonal Hip Girder 1 1 Job Reference (optional) Southern Truss, Ft Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:18 Page: 1 ID:yM NaVVzQ2XVrbugbmuVFKPMyXjum-I_Ib2RoUATF1 Sbw86R9YVnfuvel DZovgbgz4Ycz_m57 I -1-6-2 I 6-2-9 I 9-9-5 I 1-6-2 6-2-9 3-6-11 4.241r NAILED NAILED M CJ V� 3x4= NAILED NAILED i 10 3x5= NAILED 1x4n NAILED 1x4n 3x4 c — 15 0 V c� BA n 9 17 76 x4o 3x4= 1 NAILED NAILED 4-2-3 9-9-5 2-9-6 4-0-7 11 6-2-9 9-4-12 2-9-6 1-3-1 11 240-7 3-2-3 0 4-8 Scale=1:42.1 0-1-12 Plate Offsets (X, Y): [3:0-6-3,0-1-5], 13:Edge, 0-1-4), [7:0-1-4,0-1-8], [11:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.21 3-9 >540 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.33 3-9 >335 180 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(CT) 0.14 7 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-S Weight: 44lb 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 purlins. BOT CHORD Rigid ceiling directly applied or 8-4-8 oc bracing. REACTIONS (lb/size) 2=521/0-10-15, (min. 0-1-8), 5=79/ Mechanical, (min. 0-1-8), 7=431/ Mechanical, (min. 0-1-8) Max Horiz 2=209 (LC 20) Max Uplift 2=187 (LC 4), 5=67 (LC 20), 7=171 (LC 8) Max Grav 2=521 (LC 1). 5=83 (LC 17), 7=431 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-267/0, 3-14=-1142/396, 4-14=-1096/396 BOT CHORD 3-9=-481/1084, 8-9=-481/1084, 8-17=-481/1084,7-17=-481/1084 WEBS 4-8=76/333, 4-7=1153/511 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.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 2) This truss is not designed to support a ceiling and is not intended for use'where aesthetics are a consideration. 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 67 lb uplift at joint 5, 187 lb uplift atjoint 2 and 171 lb uplift atjoint 7. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 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, 2-10=20, 6-9=20 Concentrated Loads (lb) Vert: 13=99, 14=25, 15=23, 17=111 - z / PE 76051 STATE OF 110 OR]pP.��G�� \ ,V Job Truss Truss Type Qty Ply Renton-Jem-Mission D1 Common 6 1 Job Reference (optional) Southern Truss, Ft Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:18 Page: 1 ID:ImQ3ZFEMMGMHfQcb?wBIWvyXQ1Ga_Ib2RoUATF1Sbw86R9YVnfwde3FZgxgbqz4Ycz m57 u� cn LO o m m M CD1 0 I-1-1-91 6-4-4 I 12-2-0 I 17-11-12 I 24-4-0 �5-5-91 1-1-9 6-4-4 5-9-12 5-9-12 6-4-4 3x4= 4x4= 4 3x4 = 3x4= 3x4= 3x4= 7. 8-3-8 16-0-8 24-4-0 8-3-8 740 8-3-8 Scale = 1:47.1 Plate Offsets (X, Y): [11:0-2-2.0-0-8], [13:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CS] DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.12 2-10 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.27 2-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 114lb 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 3-9-2 oc pudins. BOT CHORD Rigid ceiling directly applied or 8-9-10 oc bracing. REACTIONS (lb/size) 2=1163/0-8-0, (min. 0-1-8), 6=1163/0-8-0, (min. 0-1-8) Max Horiz 2=132 (LC 6) Max Uplift 2=329 (LC 8), 6=-329 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1827/484, 3-4=-1598/484, 4-5=-1598/484,5-6=-1827/485 BOT CHORD 2-10=-445/1537, 9-10=169/1029, 8-9=-169/1029, 6-8=-323/1537 WEBS 4-8=211/590, 5-8=388/304, 4-10=-211/590, 3-10=388/304 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 329 lb uplift at joint 2 and 329 lb uplift at joint 6. LOAD CASE(S) Standard IV1 I = ( B, Eq /ice CENS-, PE 76051 ` ti �S7TATE OF S) A, ANAL �IIIIII� Job Truss Truss Type Qty Ply Renton-Jem-Mission D3 Common Girder 1 3 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:18 Page: 1 ID:O?Wppp5dkMD09ZySc03222yXPZm-I_Ib2RoUATF1SbwB6R9YVnfree42ZgFgbgz4Ycz m57 1-1-91 6-8-12 1 12-2-0 17-7-4 24-4-0 �5-5-9i 1-1-9 6-8-12 5 5 4 5-5-4 6-8-12 1-1-9 3xl2o HUS26 HUS26 HUS26 4x5u 3x7n 7x6 WB = HUS26 HUS26 8x8= 2x6n HUS26 HUS26 HUS26 HUS26 6-8-12 12-2-0 17-7-4 1 24-4-0 Scale=1:49.4 6-8-12 5-5 4 5-5-4 6-8-12 4x104, Plate Offsets (X, Y): [2:0-2-10,0-1-8], [3:0-1-8,0-1-8], [5:0-1-12,0-1-8], [6:0-2-14,0-2-5], [8:0-4-0,0-1-0], [9:0-4-0,0-4-12], [11:0-4-12,0-1-8], [12:0-2-2,0-0-8], [14:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/clef] L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.21 8-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.39 8-9 >724 180 BCLL 0.0 Rep Stress [nor Yes WB 0.84 Horz(CT) 0.09 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 4201b FT=10% LUMBER TOP CHORD 2x4 SP M 31 `Except' T2:2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* W4:2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=11463/0-8-0, (min. 0-3-3), 6=7827/0-8-0, (min. 0-2-3) Max Horiz 2=132 (LC 7) Max Uplift 2=3240 (LC 8), 6=2496 (LC 9) FORCES (lb)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=19111/5322, 34=12951/3873, 4-5=-1294313870,5-6=-16421/5229 BOT CHORD 2-16=-4737/16922, 16-17=-4737/16922, 17-18=-4737/16922,11-18=4737/16922, 11-19=-4737/16922, 19-20=-4737/16922, 10-20=-4737/16922,10-21=-4737/16922, 9-21=4737/16922, 9-22=-4519/14473, 22-23=-4519/14473, 23-24=-4519/14473, 8-24=-4519/14473,6-8=4519/14473 WEBS 4-9=-3289/11126, 5-9=-3492/1580, 5-8=126813193, 3-9=6362/1694, 3-11=-1335/5833 NOTES 1) 3-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 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 otherwise 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=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 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 3240 lb uplift at joint 2 and 2496 lb uplift at joint 6. 7) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-3-4 from the left end to 17-3-4 to connect truss(es) A2 (1 ply 2x4 SP), A3 (1 ply 2x4 SP), A4 (1 ply 2x4 SP), AS (1 ply 2x4 SP), A6 (1 ply 2x4 SP), A7 (1 ply 2x4 SP), A17 (1 ply 2x4 SP), Al (1 ply 2x4 SP), Al (1 ply 2x4 SP) to back face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 14=70, 4-7=70, 2-6=20 Concentrated Loads (lb) Vert: 16=1711, 17=1625, 18=-1650, 19=-1989, / 20=1989, 21=-1989. 22=1989, 23=-1989, 24=-2031 \� ��i ��GENS�.•��^�i z / PE 76051 \` 4 1 1 I A, STATE /IIM 35 Job Truss Truss Type Qty Ply Renton-Jem-Mission D4 Hip 1 1 Job Reference (optional) ouumarn iruss, rn. rwce, rL., 64= I Kun: tl.4.7 U. May 13 ZUZU rnnr tl.4UU 5 May 13 ZUZU MI IeK Inaustnes, Inc. Mon Jul Ub 1b:19:1b Page: 1 ID:9j4zLfdby3Ely?3uLAYJ87yXPBq- Ib2RoUATF1Sbw86R9YVnfq?e3FZg5gbqz4Ycz m57 1-1-91 6-5-1 1 11-0-0 112-2-0113-4-01 18-0-9 I 24-4-0 91 �5-5- 1-1-9 6-5-1 4-6-15 1-2-0 1-2-0 4-8-9 6-3-7 1-1-9 5x4= 4 5 6 c+> r o to LO co 0_ 0 1 8-3-8 1 16-0-8 1 24-4-0 I 1 8-3-8 7-9-0 8-3-8 Scale = 1:47 9 Plate Offsets (X, Y): [4:0-2-0,0-2-8], [5:0-2-0,0-3-0], [6:0-2-0,0-2-8], [13:0-2-2,0-0-8], [15:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.13 2-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC .0.74 Vert(CT) -0.29 2-12 >963 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 112 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 2-11-15 oc puriins. BOT CHORD Rigid ceiling directly applied or 9-2-0 oc bracing. REACTIONS (lb/size) 2=1163/0-8-0, (min. 0-1-8), 8=1163/0-8-0, (min. 0-1-8) Max Horiz 2=121 (LC 6) Max Uplift 2=320 (LC 8), 8=-320 (LC 9) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1807/456, 34=-1585/455, 4-5=-1344/446, 5-6=-13441446, 6-7=-1 584/454, 7-8=-1 808/457 BOT CHORD 2-12=-406/1514, 11-12=151/1036, 10-11=-151/1036, 8-10=296/1515 WEBS 3-12=333/274, 7-10=333/275, 5-12=190/555, 5-10=189/554 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp C; 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 3x4 MT20 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 320 lb uplift at joint 2 and 320 lb uplift at joint S. LOAD CASE(S) Standard GENS�\;1� i PE 76051 \` 'TI-7 I -P- STATE OF ORIOP �/111111O 36 Job Truss Truss Type Qty Ply Renton-Jem-Mission D5 Hip 1 1 Job Reference (optional) SOU[nem -I rusS, K. Hlerce, HL., 34951 Kun: 8.4 5 U May 13 2UZU FTnt: 6.4UU S May 13 2U2U Mi leK Industries, Inc. Mon Jul Ub 1 b:19:19 Hage: 1 I D:tSG 18VVMsapwNmNEcQU8c6yXPAt-DAszFmp7xnOu31VLg8gn1?B1 S2NS117zpUie43z_m56 0 Scale = 1:48.9 1-1-1-91 6-4-12 1 9-0-0 1 15-4-0 1 .177 -4 24-4-0 -5-9 0-0 1r 1-9T 6-4-12 2-7-4 6-4-0 2-7-4 6-4-12 - 1-1-9 3x4 = 9-1-12 9-1-12 5-9-0 4x5= 4x5= 4 5 3x4= 3x4= 3x4= 3x4 = 15-2-4 9-1-12 8 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],[14:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL 1n (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC - 0.75 Vert(LL) -0.28 2-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.49 2-11 >582 180 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 106lb 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 3-0-3 oc pudins. BOT CHORD Rigid ceiling directly applied or 9-8-1 oc bracing. REACTIONS (lb/size) 2=1163/0-8-0, (min. 0-1-8), 7=1163/0-8-0, (min. 0-1-8) Max Horiz 2=-101 (LC 6) Max Uplift 2=302 (LC 8), 7=-302 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1786/410, 3-4=-1521/355, 4-5=1323/325, 5-6=-1521/356, 6-7=-1786/411 BOT CHORD 2-11=347/1496, 10-11 =-1 94/1323, 9-10=-194/1323, 7-9=254/1496 WEBS 3-11=-327/269, 4-11=100/411, 5-9=100/411, 6-9=-327/269 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp C; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 lb uplift at joint 2 and 302 lb uplift at joint 7. LOAD CASE(S) Standard VI-B�Eq���i rde� CENSS���i !/ PE 76051 -tom "Q STATE OF lllll 3? Job Truss Truss Type Qty Ply Renton-Jem-Mission D6 Roof Special 1 1 Job Reference (optional) Soutnem l rOSS, K. Pierce, FL., 34951 Hun: 6.4 5 U May 13 Z020 Pnnt: 6.4U0 5 May 13 2020 MITeK Industries, Inc. Mon Jul 06 15:19:19 Page: 1 ID:NWJ5aV4RH8cp6YCcvT8c2jyXP64-DAszFmp7xnOu31VLg8gnl?B_B2MgICAzpUie43z m56 rp C6 V O co co M OLO _ O CO co o= Scale=1:47.6 1 -1-1-91 7-0-0 1-1-9 033-0 14-1-00 1740 24-4-0 5--5 9 7-0-0 3 3-3-0 7-0-0 �1-91 3x4= 5 dxri= dx8= A.R. dvr- 3x4= 3x5= 3x4= 3x4= 3x4= I 7-1-12 17-2-4 I 24-4-0 _ I 7-1-12 10-0-6 7-1-12 Plate Offsets (X, Y): [3:0-2-12,0-2-0], [4:0-2-12,0-24], [5:0-2-0,Edge], [6:0-2-12,0-2-4], [7:0-2-12,0-2-0], [13:0-2-2,0-0-8], [15:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.22 10-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.46 10-12 >612 180 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 111lb 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. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS (lb/size) 2=1163/0-8-0, (min. 0-1-8), 8=1163/0-8-0, (min. 0-1-8) Max Horiz 2=100 (LC 6) Max Uplift 2=336 (LC 8), 8=-336 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1805/426, 34=-1512/448, 6-7=-15121448, 7-8=-1805/426 BOT CHORD 2-12=-345/1496, 11-12=364/1692, 10-11=364/1692, 8-10=254/1496 WEBS 3-12=69/467, 4-12=-334/193, 6-10=334/192, 7-10=-69/467, 4-6=1514/420 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) 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 336 lb uplift atjoint 2 and 336 lb uplift at joint 8. LOAD CASE(S) Standard UIB -4�q��fi ! P E 7 6051 \` -� I n STATE OF S O�IA�NG\\\��� �IIIIII� &A' Job Truss Type Qty Ply Renton-Jem-Mission D7 TR,,fSpecial Girder 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 1 Scale = 1:47.3 1-1-9 5-0-0 5-0-0 3x5= Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 05 16:19:19 Page: 1 ID:QLU114H2HdDeyJ d2pzH5kyXBK_ DAszFmp7xnOu31VLg8gnl?B3B2Tjl8GzpUie43z_m56 8-3-0 I 12-2-0 16-1-0 19-4-0 3-3-0 3-11-0 3-11-0 3-3-0 4x4= 5 24-4-0 F 5-0-0 1-1-9 1x4n 3x4= 5x5 WB = 3x8= 3x4= 1x4u 3x5= I --l 8-1-4 6-2-12 19-24 24-4-0 -0--11-8 5-1-125-11-1122 -11-8 4-0-12 _ I 9 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 (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.18 12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.32 12 >882 180 BCLL 0.0 Rep Stress Incr NO WB 0.79 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 127lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-2 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-11-3 oc bracing. REACTIONS (lb/size) 2=1861/0-8-0, (min. 0-1-9), 8=1799/0-8-0, (min. 0-1-8) Max Horiz 2=100 (LC 7) Max Uplift 2=673 (LC 8), 8=-637 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3342/1191, 3-20=3781/1332, 4-20=3781/1332, 4-5=2623/912, 5-6=2623/901, 6-21=3716/1302, 7-21=3716/1302, 7-8=3214/1116 BOT CHORD 2-15=1041/2861, 15-22=1043/2881, 14-22=1043/2881, 13-14=1287/3805, 12-13=1287/3805, 11-12=1167/3743, 11-23=-886/2768, 10-23=886/2768, 8-10=-883/2749 WEBS 3-15=39/431, 3-14=-321/1163, 4-14=431/181, 4-12=17971725, 5-12=-669/1988, 6-12=1723/680, 6-11 =-471/211, 7-11 =367/1226, 7-10=-54/380 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp C; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 673 lb uplift at joint 2 and 637 lb uplift at joint 8. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 268 lb down and 201 lb up at 5-0-0, 98 lb down and 79 lb up at 7-2-4, and 98 lb down and 79 lb up at 17-1-12, and 152 lb down and 103 lb up at 19-4-0 on top chord, and 159 lb down and 43 lb up at 5-0-0, 347 lb down and 80 lb up at 7-2-4, and 347 lb down and 80 lb up at 17-1-12, and 127 lb down and 56 lb up at 19-4-0 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, 3-4=70, 4-5=70, 5-6=70, 6-7=-70, 7-9=-70, 2-8=-20 Concentrated Loads (lb) Vert: 3=-172, 7=95, 15=-141, 10=115, 20=58, 21=58, 22=347, 23=347 \ CENS�����i/ / PE 76051 \� t STATE OF _ s/On,AL�G�\�� 3� Job Truss Truss Type Qty Ply Renton-Jem-Mission D8 Common 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.4 5 0 May 13 2020 Print: 8.400 5 May 13 2020 MITeK Industries, Inc. Mon Jul 06 1 b:19:19 Page: 1 ID:pXk3JgzHY3GgpX7b2DxBNdyXP3e-DAszFmp7xnOu3lVLg8gn1?BON2TEIK9zpUie43z m56 4- 1-2 9-10-0 4-11-0 4-11-0 4-5-12 4x4 = 12 2 o� v M v N 6 4 Y 5 3x4 = 1 x4 n 3x4 = I 4- 1- I^' 9-10-0 I Scale = 1:35.2 4-11-0 r 4-11-0 Plate Offsets (X, Y): [4:Edge,0-1-6] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -D.10 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.24 5 >469 180 BCLL 0.0 Rep Stress [nor YES WB 0.03 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-R Weight: 43lb 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) 4=429/ Mechanical, (min. 0-1-8), 6=429/ Mechanical, (min. 0-1-8) Max Horiz 6=48 (LC 5) Max Uplift 4=106 (LC 9), 6=106 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) 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., GCpi=0.18; MWFRS (envelope); 1 1 1 1 /o/I Lumber DOL=1.60 plate grip DOL=1.60 oW 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \�\ Ul B4 �// 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 lb uplift at joint 6 106lb �iZ / PE 76051 and uplift atjoint4. LOAD CASE(S) Standard 1-17 STATE O i�0`�,c,�—�O ORID Q: �� ONAL eyG\\�\\X 11111 Job Truss Truss Type Qty Ply Renton-Jem-Mission D9 Common 1 1 Job Reference (optional) Souinem Truss, Pi. Pierce, FL., 349o1 Kiln: 8.4 S 0 May 13 2020 Print 6.41J0 S May 13 42u MI IeK moustnes, Inc. Mon JUI u6 1b:19:19 Page: 1 ID:5WZYbLbIcuFUIGtP?c4TtezgBiC-DAszFmp7xnOu31VLgBgn1?B_02UKIK?zpUie43z_m56 i-1-0-0 I 4-11-0 9-10-0 110-103 11-0-0 4-11-0 4-11-0 1-0-0 4x4= 12 3 in 5 7 3x4 it 1 x4 n 3x4 u 4 9-10-0 I Scale =1:35.3 4-11-0 4-11-0 Plate Offsets (X, Y): [6:0-1-8,0-0-12], [8:0-1-8,0-1-4], [9:0-2-2,0-0-8], [11:0-2-2,0-0-B] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.08 7 >999 240 MT20 244/19D TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.19 7 >593 180 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017lfP12014 Matrix-R Weight: 49lb 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 purtins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 6=514/ Mechanical, (min. 0-1-8), 8=514/ Mechanical, (min. 0-1-8) Max Horiz 8=60 (LC 7) Max Uplift 6=141 (LC 9), 8=-141 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-306/120, 3-4=-306/120, 4-6=-406/167, 2-8=-406/167 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 - 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 141 lb uplift at joint 8 and 141 lb uplift at joint 6. LOAD CASE(S) Standard Ui_BC 2-� CENS'T�i�i --� PE 76051 STATE OF �0�� N�Cr `s/0N�L �Al Job Truss Truss Type Oty Ply Renton-Jem-Mission D10 Common Structural Gable 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 0615:19:19 Page: 1 ID:DOrTKnISYtudoGNvFrpWuNzgBi?-DAszFmp7xnOu3IVLg8gn1?BBc2YsIK?zpUie43z_m55 -1-0-0 4-11-0 9-10-0 1 10-10-0 1 1-0-04-11-0 4-11-0 1 0=0 12 6 F- 4x4 = 12 8 1 x4 it 3x4 = 3x4= 1x4 it 1 x4 it 2-6-4 4-11-0 0. 1 7-3-12 9-10-0 Scale=1:28.3 1 2-6-4 2-4-12 1 - 2-4-12 2-6-4 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 (loc) I/deft L/d PLATES GRIP TOLL (roof) 20.0 Plate Grip DOL 1.25 TO 0.10 Vert(LL) 0.00 10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 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 FBC2017/TPI2014 Matrix-S Weight: 44lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 *Except* W2:2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. , REACTIONS All bearings 2-8-0. except 12=0-3-8, 8=0-3-8 (lb) - Max Horiz 2=60 (LC 6) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 6 except 8=103 (LC 9), 12=107 (LC 8) Max Grav All reactions 250 (lb) or less at joint (s) 8, 12 except 2=269 (LC 1), 6=269 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Unbalanced roof live loads have been considered for this design. 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load 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) 2, 6 except Qt=1b) 12=106, 6=103. LOAD CASE(S) Standard CENS����i/��� PE 76051 ` STATE OF / ORIDP ///I 1110 Fol Job Truss Truss Type Qty Ply Renton-Jem-Mission E1 Common 2 1 Job Reference (optional) aoutnem truss, rt. tnerce, rL., 34`3D1 f Kun: ts.4 5 U May 13 2U2U F'nnt: ts.4UU S May 13202U MI IeK Industries, Inc. Mon Jul 06 15:19:19 Page: 1 ID:gpdNEb4KX4tYhOtx2gdNYHyXUFJ-DAszFmp7xnOu31VLg8gn1?B592TsIKhzpUie43z m56 -1-O-0 5-8-0 9-3-0 I 11-4-0 1 12-4-0 1 1 1-0-0 I 2-1-0 [ 3-7-0 3-7-0 2-1-0 1-0-0 i 3-3-8 Ii 3-3-8 4x4 = 4 3x4= 10 1x4it 8 3x4= 1 x4 u 1 x4 n 7 1-9-0 1 10 5-8-0 I 9-3-0 91710 11-4-0 I 1-9-0 0-4-0 3-7-0 " 3-7-0 0-4.0 1-9-0 Scale = 1:33 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 (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.04 9-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.07 9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 48 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 10-0-0 oc bracing. REACTIONS (lb/size) 8=585/0-8-0, (min. 0-1-8), 10=585/0-8-0, (min. 0-1-8) Max Horiz 10=67 (LC 7) Max Uplift 8=201 (LC 4), 10=-201 (LC 5) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-1O=351/195, 5-8=-351/195 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.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) 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 201 lb uplift at joint 10 and 201 lb uplift at joint 8. LOAD CASE(S) Standard i PE 76051 STATE OF `.<0RI9Wo P�I�i�� ���1111111�� Job Truss Truss Type Qty Ply Renton-Jem-Mission E2 Common Structural Gable 2 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Cl) Lo N M Scale = 1:33 M O= Plate Offsets (X, Y): [9:0-2-2.0-0-8], [11:0-2-2,0-0-8] Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:20 Page: 1 ID:v6y_oGnHgh0gohUyvLI815zgBe5-hMPLT6pli4WIhv4XEsBOaCkE5SIZ1mm727SBdVz m55 2-1-0 1 5-8-0 1 11-4-0 112-4-0 1 1-0-0 2-1-0 3-7-0 5-8-0 1-0-0 3-3-8 4x4 = 4 3x4= 8 1x4u 3x4= 1 x4 n I 1-9-0 1110 5-8-0 I 11-4-0 I 1-9-0 0� 0 3-7-0 5-8-0 6 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.11 5-7 >947 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.14 5-7 >754 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 47lb 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 10-0-0 oc bracing. REACTIONS (lb/size) 5=463/0-8-0, (min. 0-1-8), 8=699/0-8-0, (min. 0-1-8) Max Horiz 8=67 (LC 7) Max Uplift 5=216 (LC 4), 8=239 (LC 5) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-310/189, 4-5=320/164 WEBS 3-8=-402/198 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 216 lb uplift at joint 5 and 239 lb uplift at joint 8. LOAD CASE(S) Standard \\\\\\� W IV, I B4 ��/// PE 76051 \` �L 9 STATE OF ORIDNAL P: ! I I 1 vl A Job Truss Truss Type Qty Ply Renton-Jem-Mission E3 Common Supported Gable 1 1 Job Reference (optional) Jouunefn Truss, m. merce, rL., 641101 m N C7 Hun: 6.4 5 0 May 13 2020 Pnnt 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:20 Page: 1 ID:rmb9nm7BCXnTacRbWg8bl6zgBdo-hMPLT6pli4WIhv4XEsBOaCkLkSvjln4727SBdVz m55 1 -1-0-0 5-8-0 1 11-4-0 12-4-0 1 1-0-0 5-8-0 1 5-8-0 1-0-0 4x4 = 4 7 10 9 8 3x4= 1x4n 1x4n 1x4u 3x4 = Scale=1:27.3 11-4-0 I 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 (loc), I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 51 lb FT = 10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 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 pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS All bearings 11-4-0. (lb) - Max Horiz 2=67 (LC 7) Max Uplift All uplift 100 (lb) or less atjoint(s) 2, 6 except 8=151 (LC 9), 10=152 (LC 8) Max Grav All reactions 250 (Ib) or less at joint (s) 2, 6, 9 except 8=325 (LC 1). 10=325 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Unbalanced roof live loads have been considered for this design. 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) 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 100 lb uplift at joint (s) 2, 6 except Qt=lb) 10=151, 8=151. LOAD CASE(S) Standard U'i_B4�/�ji \�CENSIC;�'��i�% PE 76Z05o 1 �I � ! A:-'aF fl STATE O <ORID Job Truss Truss Type Qty Ply Renton-Jem-Mission J1 Jack -Open 14 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 132020 MiTek Industries, Inc. Mon Jul 06 15:19:20 Page: 1 ID:7gyS71xyyCoG5WY4Y5XynwyXjvO-hMPLT6pli4Whv4XEsBOaCkMWSw81ns727SBdVz m55 -1-1-9 1-0-0 1-1-9 1-0-0 6 r? NOP2X STP 1x4 u 3 1 6, 4 2x4 = Scale = 1:24.3 Plate Offsets (X, Y): [2:0-1-4,Edge], [5:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) n/a - n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 6 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 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=169/0-8-0, (min. 0-1-8), 3=16/ Mechanical, (min. 0-1-8), 4=9/ Mechanical, (min. 0-1-8) Max Horiz 2=46 (LC 8) Max Uplift 2=66 (LC 8), 3=-16 (LC 1) Max Grav 2=169 (LC 1), 3=21 (LC 4), 4=18 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed fora 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 16 lb uplift atjoint 3 and 66 lb uplift at joint 2. LOAD CASE(S) Standard �/' \10ENS-, T,L,i PE 76051 I e _ t ;� STATE OF �0'�� ONAL fllllll� �i6 Job Truss Truss Type Qty Ply Renton-Jem-Mission J2 Jack -Open 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:20 Page: 1 ID:jQZTSyy?96bZSN1emLXBv4yXULw-hMPLT6pIi4VJIhv4XEsBOaCkLaSwglns727SBdVz m55 L -1-0-0 I 1-9-0 r 1-0-0 1-9-0 r TT 12 6 F_ 1x4 n 2 N B1 4 2x4 = 1-9-0 Scale=1:18.2 Plate Offsets (X, Y): [5:0-2-2,0-0-8] Ldading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) n/a - n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 9 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 1-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 3=214/ Mechanical, (min. 0-1-8), 4=17/ Mechanical, (min. 0-1-8) Max Horiz 3=336 (LC 1), 4=336 (LC 1) Max Uplift 3=93 (LC 8) Max Grav 3=214 (LC 1), 4=35 (LC 3) FORCES (Ib) - Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-150/391 BOT CHORD 2-4=-336/177 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 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 93 lb uplift atjoint 3. 5) Non Standard bearing condition. Review required. LOAD CASE(S) Standard \�CEN&'S-; PE 76051 �-a STATE OF O VAL ��1111111 Vll Job Truss Truss Type Qty Ply Renton-Jem-Mission J2A Jack -Open 1 1 Job Reference (optional) Southern Truss, Ft Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:20 Page: 1 ID:Bd7rglzdwPjQ3XcgK22QSHyXULv-hMPLT6pli41Mhv4XEsB0aCkMWSwglns727SBdVz m55 1-9-0 12 6 r 2 N 1 N 3 2x4 = 119-0 Scale=1:17.3 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 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 pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 2=1391 Mechanical, (min. 0-1-8), 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=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load 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 atjoint 2. 5) Non Standard bearing condition. Review required. LOAD CASE(S) Standard PE 76051 STATE OF L ENS\\\\�� ��111111� f Job Truss Truss Type Qty Ply Renton-Jern-Mission J3 Jack -Open 13 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 A N Scale=1:22.4 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:20 Page: 1 ID:7gyS71xyyCoG5WY4Y5XynwyXjvO-hMPLT6pli4VNhv4XEsBOaCkKOSsllns727SBdVz m55 -1-1-9 3-0-0 1-1-9 3-0-0 2x6 - 61r '3-0-0 3 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) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.07 4 >428 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.14 4 >217 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) n/a - n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 13lb 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 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=241/0-8-0, (min. 0-1-8), 3=92/ Mechanical, (min. 0-1-8) Max Horiz 2=95 (LC 6) Max Uplift 2=72 (LC 8), 3=-47 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) 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 47 lb uplift at joint 3 and 72 lb uplift at joint 2. LOAD CASE(S) Standard PE 76051 STATE OF / IIII 4q Job Truss Truss Type Qty Ply Renton-Jem-Mission J3A Jack -Open 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:20 Page: 1 ID:bB2GvR9Fik3iFHwYetsAWIyXjv6-hMPLT6pli4 WIhv4XEsBOaCkLvSv21 ns727SBdVz_m55 M O FTF 2x4 = 3-0-0 12 6r 3-0-0 Scale=1:18,6 Plate Offsets (X, Y): [1:0-1-4,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.00 1-3 >999 240 MT20 244/190 TCDL 15.0 ' Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 1-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) n/a - n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 10lb 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 purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=117/0-8-0, (min. 0-1-8), 2=91/ Mechanical, (min. 0-1-8), 3=26/ Mechanical, (min. 0-1-8) Max Horiz 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. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 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 17 lb uplift at joint 1 and 74 lb uplift at joint 2. LOAD CASE(S) Standard \o w 11111o/// . i -�� PE 76051 \\I 1 ` STATE OF ' ORID P s/ O,IAL ��IIIIll1 60 Job Truss Truss Type Qty Ply Renton-Jem-Mission J5 Jack -Open 8 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 M co Scale = 1:24.2 im Run: 8.4 S 0 May 13 2020 Print 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:20 Page: 1 ID:b82GvR9Fik3iFHwYctsAWjyXjv6-hM PLT6pIi4WIhv4XEsBDaCkl8SsE1 ns727SBdVz_m55 -1-1-9 15-0-0 1-1-9 1 5-0-0 2x4 = Plate Offsets (X, Y): [2:0-1-4,Edge], [5:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 19lb 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 ' 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=320/0-8-0, (min. 0-1-8), 3=146/ Mechanical, (min. 0-1-8), 4=46/ Mechanical, (min. 0-1-8) Max Horiz 2=145 (LC 8) Max Uplift 2=84 (LC 8), 3=119 (LC 8) Max Grav 2=320 (LC 1). 3=146 (LC 1). 4=92 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 119 lb uplift at joint 3 and 84 lb uplift at joint 2. LOAD CASE(S) Standard UI-B�Eg�i�i \. GENs+����l / PE 76051 \` STATE OF �\`(ORID /////IIIIC\\\ 5\ Job Truss Truss Type Qty Ply Renton -Jere -Mission J5A Jack -Open 2 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 M O N 2x4 = Scale = 1:20.6 Plate Offsets (X, Y): [1:0-1-4,Edge] Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 0615:19:20 Page: 1 ID:b82GvR9Fik3iFHwYctsAWjyXiv6-hMPLT6pli4Wlhv4XEsBOaCkGvSsE1 ns727SBdVz_m55 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.45 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 WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 16lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD ' Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/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 =3 5 (LC 8), 2=-126 (LC 8) Max Grav 1=207 (LC 1), 2=161 (LC 1), 3=92 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 1 and 126 lb uplift at joint 2. LOAD CASE(S) Standard E9 i ra�. GENSF�'`��^�ii PE 76051 r STATE OF i0ORIDPi 0�1�L �/�11 I I I I I\\\ Job Truss Truss Type Qty Ply Renton-Jem-Mission J5T Jack -Open 2 1 Job Reference (optional) Southern Truss, Ft Pierce, FL., 34951 Scale=1:26.7 Plate Offsets (X, Y): [2:0-1-4,Edge], [8:0-2-2,0-0-8] Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:20 Page: 1 ID:7gyS71xyyCoG5WY4Y5XynwyXjvO-hMPLT6pli4W1hv4XEsB0aCkL6Squl ns727SBdVz_m55 -1-1-9 5-0-0 1-1-� 5-0-0 2X4 = 12 6r 2X4 u 3-0-0 4. 5-0-0 3-0-0 -2-0-0 T F N C Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.03 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.03 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-R. Weight: 21lb 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 pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=320/0-8-0, (min. 0-1-8), 4=109/ Mechanical, (min. 0-1-8), 5=84/ Mechanical, (min. 0-1-8) Max Horiz 2=145 (LC 8) Max Uplift 2=84 (LC 8), 4=69 (LC 8), 5=27 (LC 8) Max Grav 2=320 (LC 1), 4=109 (LC 1). 5=88 (LC 3) FORCES (lb)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 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 69 lb uplift atjoint 4, 84 lb uplift at joint 2 and 27 lb uplift stjoint 5. LOAD CASE(S) Standard \���\111 I I f 1///�� • '��\ NI_BL -tom / PE 76051 \` STATE OF //S /ANAL 5N' ����\\ //IHM 63 Job Truss Truss Type Qty Ply Renton-Jem-Mission J7 Jack -Open 42 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 A 4 Scale = 1:27.8 Plate Offsets (X, Y): [2:0-1-4,Edge], [5:0-2-2,0-0-8] Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:20 Page: 1 ID:3Kce6nAtT2BZtRVkAbNP3wyXjv5-hMPLT6pli4Vvlhv4XEsBOaCkA1So01ns727SBdVz m55 -1-1-9 7-0-0 1-1-9 7-0-0 2x4 = 7!0-0 Loading TCLL (roof) TCDL BCLL BCDL (psf) 20.0 15.0 0.0 10.0 Spacing 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI TC BC WB Matrix-P 0.89 0.57 0.00 DEFL Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Ud -0.11 2-4 >695 240 -0.23 2-4 >348 180 0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 25lb 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 direcfly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=405/0-8-0, (min. 0-1-8), 3=221/ Mechanical, (min. 0-1-8), 4=66/ Mechanical, (min. 0-1-8) Max Horiz 2=195 (LC 8) Max Uplift 2=99 (LC 8), 3=-174 (LC 8) Max Grav 2=405 (LC 1), 3=221 (LC 1), 4=132 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=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.b 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 174 lb uplift at joint 3 and 99 lb uplift at joint 2. LOAD CASE(S) Standard \ P _ / PE 76051 STATE OF ORID OIVlA� 5�� Job Truss Truss Type Oty Ply Renton-Jem-Mission J7G Jack -Open Girder 2 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 N A A LE Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 16:19:20 Page: 1 ID:b82GvR9Fik3i FHwYctsAWjyXjv6-hMPLT6pli4Wlhv4XEsBOaCkITSmfl ns727SBdVz_m55 5-0-0 I r 1-1-9 5-0-0 2x4 = M O N 9-0-0 Scale=1:24.2 Plate Offsets (X, Y): [5:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.11 2-4 >521 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.23 2-4 >237 180 BCLL 0.0 Rep Stress [nor NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 19 lb FT = 10% LUMBER Concentrated Loads (lb) TOP CHORD 2x4 SP No.2 Vert: 7=494, 8=409 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 0-1-8. except 1 =Mechanical, 2=0-8-0 (lb) - Max Horiz 1=147 (LC 8) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 4 except 2=393 (LC 8). 3=-101 (LC 8) Max Grav All reactions 250 (lb) or less at joint (s) 1, 3 except 2=1000 (LC 1). 4=367 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16ft; Cat. Il; 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint (s) 1, 4 except Qt=lb) 3=101, 2=392. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 494 lb down and 151 lb up at 1-0-12, and 409 lb down and 116 lb up at 3-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (Ib/ft) Vert: 1-2=91, 2-3=70, 2-4=20 \\0\111111///// . PE 76't05 �1 \` STATE OF S� Job Truss Truss Type Qty Ply Renton-Jem-Mission RT Jack -Open 3 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Scale=1:35.9 Plate Offsets (X, Y): [2:0-1-4,Edge], [8:0-2-2,0-0-8] Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:21 Page: 1 I D:b82GvR9Fik31FHwYctsAWlyXjv6-AZzkgSgNTOecJ3fjoZiF70HJMsA3mEpGHnBk9xz_m54 -1-1-9 7-0-0 1-1-9 7-0-0 2x4 = 2x4 = 1 x4 u 1 x4 u 3-0-0 2-0-0 2-10-4 7-0-0 2-0-0 0-10-4 4-0-0 0-1-12 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.28 3 >285 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.34 3 >231 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.21 5 n/a n/a BCDL 10.0 Code FBC20171TPI2014 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=417/0-8-0, (min. 0-1-8), 4=239/ Mechanical, (min. 0-1-8), 5=54/ Mechanical, (min. 0-1-8) Max Horiz 2=195 (LC 8) Max Uplift 2=93 (LC 8). 4=165 (LC 8) Max Grav 2=417 (LC 1), 4=239 (LC 1), 5=107 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) 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 165 lb uplift at joint 4 and 93 lb uplift at joint 2. LOAD CASE(S) Standard �1GENS PE 76051 STATE OF ! •�CORI[) ��111111� sd Job Truss Truss Type Qty Ply Renton-Jem-Mission MV2 Valley 3 1 Job Reference (optional) Southern Truss, Ft Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 0615:19:21 Page: 1 ID:3WjFYKgeh2YJVnH?YjO4VkyXUiF-AZzkgSgNTOecJ3fjoZiF7QHYjsF3mE6GHnBk9xz m54 2-0-0 I 12 6 F- 2x4 0 2-0-0 Scale = 1:16.3 2 Loading TCLL (roof) TCDL BCLL BCDL (psf) 20.0 15.0 0.0 10.0 Spacing 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI TC BC WB Matrix-P 0.06 0.03 0.00 DEFL Vert(LL) Vert(TL) Horiz(TL) in (loc) I/defl n/a n/a n/a - n/a n/a - n/a L/d 999 999 n/a PLATES GRIP MT20 244/190 Weight: 5 lb 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 pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=62/2-0-0, (min. 0-1-8), 2=48/2-0-0, (min. 0-1-8), 3=14/2-0-0, (min. 0-1-8) Max Horiz 1=35 (LC 8) Max Uplift 1=12 (LC 8), 2=-36 (LC 8) Max Grav 1=62 (LC 1). 2=48 (LC 1), 3=28 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121b uplift at joint 1 and 36 lb uplift at joint 2. LOAD CASE(S) Standard PE 76051 ` �STATE OF g101\1AL ENG X s1 Job Truss Truss Type Qty Ply Renton-Jem-Mission MV4 Valley 4 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:21 Page: 1 ID:3WjFYKgeh2YJVnH?Y104VkyXUiF-AZzkgSgNT0ecJ3fo7jF7QHTDsCFmE6GHnBkgxz m54 4-0-0 12 6 r 2 2x4 n 3 2x4 . 2x4 n 4-0-0 " Scale = 1:19.8 .z 0 0 N Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horiz(TL) n/a - n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 14lb 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=146/4-0-0, (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 (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. ll; 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 lb.uplift at joint 1 and 69 lb uplift at joint 3. LOAD CASE(S) Standard \���\1111I111///� • i PE 76051 STATE OF ,,40RIDP /c�` '31bN'AL ////IIIII\\\ so Job Truss Truss Type Qty Ply Renton-Jem-Mission MV6 Valley 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 0615:19:21 Page: 1 ID:SUGMQJWQCgCOJHkZJO)WCfyXUCA-AZzkgSgNTOecJ3fjoZiF7QHJCs6TmE6GHnBk9xz m54 I 6-0-0 I 2x4 u 2 1 0 R co 3 2x4 o 2x4 u 6-0-0 Scale = 1:23.5 i Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hodz(TL) n/a - n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 21 lb 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=23616-0-0,(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 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 Ib.uplift at joint 1 and 111 lb uplift at joint 3. LOAD CASE(S) Standard OCENs PE 76051 \` "a STATE OF %0'n�C• .4 ORID 01iii1VO Sq Job Truss Truss Type Qty Ply Renton-Jem-Mission MV8 Valley 1 1 Job Reference (optional) SOU[nem muss, rt. Fierce, rL., 34yo1 Kun: 15.4 A u may lS zuzu rnn[: UAW 5 May io Zuzu ml IeK InauSUles, inc. ivion JUI uo 10:1 a:z l rage: l ID:Z_YH9mga8grANHE3adSZEPyXUBz-AZzkgSgNT0ecJ3fjoZiF7QHSQsC5mDOGHnBk9xz m54 8-0-0 2x4 it 3 0 0 v 5 2x4 0 2x4 it 1 x4 it 8-0-0 a Scale=1:26.2 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horiz(TL) n/a - n/a n/a BCDL 10.0 Code FBC2017/TP12014 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 Horiz 1=181 (LC 8) Max Uplift 4=-64 (LC 8). 5=-193 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-317/238 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift at joint 4 and 193 lb uplift at joint 5. LOAD CASE(S) Standard i �.�CENS ` PE �6051 ` / `L7 STATE OF 1 3 0 �� �;%' .20 i Qom\ _5_ ``CCRIDP. Job Truss Truss Type Qty Ply Renton-Jem-Mission V1 Valley 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL., 34951 Run: 5.4 5 0 May 13 ZU20 Pnnt: 6.40U 5 May 13 2020 MITeK Inaustries, Inc. Mon Jul U5 1b:19:2i rage: i I D:?sj i HSTkeX005Y_FgX?eyyyXUal-AZzkgS q NTOecJ3fjoZiF7QHYDsFDmE6GH nBk9xz_m54 1-8-0 12 6 r- 2 0 J-6 3 2x4 a 1-8-0 f Scale = 1:16 Loading TCLL (roof) TCDL BCLL BCDL (psf) 20.0 15.0 0.0 10.0 Spacing 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017ITP12014 CSI TC BC WS Matrix-P 0.03 0.02 0.00 DEFL Vert(LL) Vert(TL) Horiz(TL) in (loc) I/deft n/a - n/a n/a - n/a n/a - n/a L/d 999 999 n/a PLATES GRIP MT20 244/190 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 purlins. 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=3711-8-0, (min. 0-1-8), 3=10/1-8-0, (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 (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=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) Bearing atjoint(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 9 lb uplift at joint 1 and 28 lb uplift at joint 2. LOAD CASE(S) Standard ��10ENSS�<) / PE 7601 \`I 1 1 1� Ij eA, j 3 STATE OFj 4 ORID roN'AL EyG\�'\�\ Job Truss Truss Type Qty Ply Renton-Jem-Mission V3 Valley 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 6.4 5 u may 1s 2u2u F4nC UAW 5 May 13 2U2U MI ieK maustrles, Inc. Mon jui uo 10:1 e:Z1 rage: l I D:AcCskoVAOq N7 U FM ItfmftfyXU H M-AZzkgS gNTOecJ3fjoZiF7QH U dsDAm E6GH n Bk9xz_m54 dP 3-6-14 12 6r 2 2x4 u 3 2x4 c 2x4 n 3-6-14 Scale = 1:19 r dP Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hodz(TL) n/a - n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 12lb 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 pudins, 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=126/3-6-14, (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=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) 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 25 Ib.uplift at joint 1 and 60 lb uplift at joint 3. LOAD CASE(S) Standard / PE 76051 \` �! `— e/ T STATE OF ! 0��Al�L ///IIII11 Job Truss Truss Type Qty Ply Renton-Jem-Mission V5 Valley 1 Job Reference (optional) soutnem i cuss, r•L werce, FL., :AUW m N Scale=1:26.1 1 it Kun: e.a s u may i6 zuzu rnnc e.auu s may is zuzu mi ieK inausmes, inc. mon aui uo rage: i ID:_S2HrLInZhC99fGIkBH1gByXUQ3-AZzkgSgNTOecJ3fjoZiF7QHWjsDKmE6GHnBk9xz m54 -1-1-9 3-5-8 1-1-9 3-5-8 2x4 it 6r 5-8 3 2x4 it 4 2x4 it 12 Plate Offsets (X, Y): [6:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) n/a - n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Weight: 18lb ' 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 3-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 4=126/3-5-8, (min. 0-1-8), 5=243/3-5-8, (min. 0-1-8) Max Horiz 5=103 (LC 8) Max Uplift 4=85 (LC 8), 5=-46 (LC 8) 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=S.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) 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 5 and 85 lb uplift at joint 4. LOAD CASE(S) Standard MI .' PE 7601 i� f fl STATE OF �0� \ao 4 GRID /lllllll��� G3