Loading...
HomeMy WebLinkAboutTrussIC II i e ......, , o a o 0 0 0 0 0 u Ei a o o rill co 0 0 0 0 0 .. o .. o; co c>io, o 0 J5 O o O O- O O O O O O II O II kl O I, a O O O O O o o J7E r4i rL _i i 1 9."...... 1-0 -00 C3 N 2-00-00 A ACCE f C3' 2-0 -00 C3 2-00-00 C3 =, 2-00-00 C3 2-0 -00 C2 2 C 1' 2-00-00 C 2-00-0 CGRi -0 -00 1-0 -00 J3 u- 2 0 00 1 N 0 z J U fA / N r In 41\N T n€ r rn N N in "IN i 9'-4". CLNG 1 i N N �n r 33 LJ J 1.`B , ii� 7 O o a o a ^ 5-08-00 , o u7 r�1 m N 8$-00 _ 5-10O.S� , � 1 � s 02 00= -:- ', 12-06-00 15-00-00 % 64-00-00 11 37 0 0 37 0 37 a tp J7A J7B J H REVIEVVEI 31B CODE COIVII ST. LUCIE 4 BOC . -.., 2-0 -00 ,( o v � 1 N � rn HA GE R LEND i ALL 2x HANGERS SH ° W ARE HTU26/ HTU26-2 UNLESS NOTED OTHER E * - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46 UNLESS NOTED OTHERWISE MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID WIND ASCE7-10 ENCLOSED 1-0 -00 EXPOSURE CATEGORY C 47 CCUPANCY CATEGORY II 4-04-00 WIND LOAD 160 MPH *TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS -- - ROOF LOADING FLOOR LOADING TOLL: 20 PSF TCLL: PSF _- TCDL: 15 PSF TCDL: PSF BCDL: 10 PSF BCDL: PSF TOTAL: 45 PSF TOTAL: PSF DURATION: 1.25 DURATION: IMPORTANT This Drawing Must Be Approved And Returned Before Fabrication Will Begin. For Your Protection Check All Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE BEEN ACCEPTED. By Date TRUSS ql1tN CTION fir QTY PRODUCT 21 HTU26 2 HTU26-2 HTU28 HHUS26-2 HGUS26-2 HG US28-2 HGUS28-3 - LIANCE t 11 'r RtlII:IJ yyyy GHO G' iZ PROJECT: l owd' 'si MODEL: �1A-Artlttn ADDRESS. - LOT / BLOCK: ` 49 CITY'e�I4 'Pilk. }.I• LP¢I� DRAWN BY," JOB # 2 DATE', 10/1340 SCALE 1, - , I I REVISIONS: 1. 2. 3' MiTek Lumber design values are in,accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: 2492616 - GHO Homes - Avalon -Artisan Site Information: Customer Info: GHO Homes Lot/Block: 49 Address: TBD, Fort Pierce City: FL Project Name: Meadowood Lot 49 Model Subdivision: Meadowood State: . MiTek USA, Inc. 6904 Parke East Blvd. Avalon Artisanpa, FL 33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 80 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# 1 T21569484 A 10/13/20 23 T21569506 2 T21569485 Al 10/13/20 24 T21569507 3 T21569486 A2 10/13/20 25 T21569508 4 T21569487 A3 10/13/20 26 T21569509 5 T21569488 A4 10/13/20 27 T21569510 6 T21569489 A5 10/13/20 28 T21569511 7 T21569490 A6 10/13/20 29 T21569512 8 T21569491 A7 10/13/20 30 T21569513 9 T21569492 A8 10/13/20 31 T21569514 10 T21569493 A9 10/13/20 32 T21569515 11 T21569494 A10 10/13/20 33 T21569516 12 T21569495 All 10/13/20 34 T21569517 13 T21569496 Al2 10/13/20 35 T21569518 14 T21569497 A13 10/13/20 36 T21569519 15' T21569498 A14 10/13/20 37 T21569520 16 T21569499 A15 10/13/20 38 T21569521 17 T21569500 AM 10/13/20 39 T21569522 18 T21569501 AH5 10/13/20 40 T21569523 19 T21569502 AH7 10/13/20 41 T21569524 20 T21569503 AH9 10/13/20 42 T21569525 21 T21569504 AH11 10/13/20 43 T21569526 22 T21569505 B 10/13/20 44 T21569527 Truss Name Date B1 B2 B3 BH7 C Cl C3 CGR1 CGR2 D D1 D2 D3 D4 D5 D6 DGR DH2 FF1 HJ32 HJ33 { The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 10/13/20 10/13/20 10/13/20 10/13/20 10/13/20 10/13/20 10/13/20 10/13/20 10/13/20 10/13/20 10/13/20 10/13/20 10/13/20 10/13/20 10/13/20 10/13/20 10/13/20 10/13/20 10/13/20 10/13/20 10/13/20 10/13/20 39 it >rr STATE OF : W ;� ,.off O R , Q Q, ;�,�. ss �O N A `':IPON 11111 Walter P. Finn PE No:22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL33610 Date: October 13,2020 Finn, Walter 1 of 2 MiTek® r MiTek USA, Inc. RE: 2492616 - GHO Homes - Avalon -Artisan 6904 Parke East Blvd. ` Tampa, FL 33610-4115 Site Information: Customer Info: GHO Homes Project Name: Meadowood Lot 49 Model: Avalon Artisan Lot/Block: 49 Subdivision: Meadowood Address: TBD, Fort Pierce City: FL State: . No. Seal# Truss Name Date 45 T21569528 HJ71 10/13/20 46 T21569529 1 10/13/20 47 T21569530 11 10/13/20 48 T21569531 12 10/13/20 49 T21569532 13 10/13/20 50 T21569533 IGE 10/13/20 51 T21569534 J1 10/13/20 52 T21569535 AA 10/13/20 53 T21569536 AB B 10/13/20 54 T21569537 J2 10/13/20 55 T21569538 J2A 10/13/20 56 T21569539 J2B 10/13/20 57 T21569540 J3 10/13/20 58 T21569541 J5 10/13/20 59 T21569542 J7 10/13/20 60 T21569543 RA 10/13/20 61 T21569544 RB 10/13/20 62 T21569545 JH 10/13/20 63 T21569546 JA 10/13/20 64 T21569547 K 10/13/20 65 T21569548 K1 10/13/20 66 T21569549 KGE 10/13/20 67 T21569550 LGR 10/13/20 68 T21569551 MV3 10/13/20 69 T21569552 MV5 10/13/20 70 T21569553 PB1 10/13/20 71 T21569554 PB2 10/13/20 72 T21569555 PB3 10/13/20 73 T21569556 PB4 10/13/20 74 T21569557 PB5 10/13/20 75 T21569558 PB6 10/13/20 76 T21569559 PB7 10/13/20 77 T21569560 PB8 10/13/20 78 T21569561 TG8 10/13/20 79 T21569562 TGE1 10/13/20 80 T21569563 TGE2 10/13/20 2 of 2 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569484 2pI92616 _ ' A Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 1311:37:25 2020 Page 1 ID:MeuWSJJTIbLiBnt7sPJJ BkzX7XQ-M_nKBgNoTKHsGW171 XZeNLW WAma8sKBZ1 gdnGayTr4u -2-0-0 -3-0 4-6-9 9-0-0 0-6-0 15-3-1 18-11-0 21-4-7 27-4-0 31-8-1 34-5-9 39-6-12 44-8-0 2-0-0 -3-0 3-3-9 4-5-7 6-0 4-9-1 3-7-15 2-5-7 5-11-9 4 4-1 2-9-8 5-1-4 5x8 = 6.00 12 3x8 = 4x6 = 3x4 11 5x6 = 6 7 31 8 9 Scale = 1:81.8 4.9 = 3.4 II ar d 6 e; I9 N 24 23 16 15 14 33 34 13 3x4 I I 46 = 3x4 11 6x12 MT20HS = 6x8 = 4x6 = 3x6 = Plate Offsets (X,Y)-- [4:0-6-0,0-2-8], [7:0-3-0,Edge], [9:0-3-0,0-2-0], [14:0-5-8,0-2-4], [17:0-4-4,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.41 23-24 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.94 23-24 >567 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.28 13 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-SH Wind(LL) 0.41 17-18 >999 240 Weight: 294 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-7: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.1 "Except' 1 Row at midpt 21-25 24-25,8-16: 2x4 SP No.3, 23-24,15-16: 2x4 SP No.2 WEBS 1 Row at midpt 14-17, 11-13 WEBS 2x4 SP No.3 *Except* 14-17: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 13=Mechanical, 2=0-8-0 Max Horz 2=221(LC 12) Max Uplift 13=-608(LC 9), 2=-589(LC 9) Max Grav 13=1984(LC 1), 2=2165(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3674/2028, 3-4=-3449/1858, 4-5=-4349/2363, 5-6=-4348/2364, 6-8=-4589/2490, 8-9=-4560/2477, 9-10=-3434/1782, 10-11=-3003/1535 BOT CHORD 2-25=-1946/3153, 22-25=-1946/3153, 21-22=-1667/3027, 19-21 =-1 667/3027, 18-19=-2527/4842, 17-18=2527/4842, 8-17=-370/326, .13-14=-937/1703 WEBS 4-22=-62/265,14-17=-1672/3201,9-17=-1112/2084,9-14=-442/231,10-14=-1760/996, 11-14=-864/1867, 11-13=-2425/1350, 3-22=-200/309, 5-19=-458/384, 6-18=0/256, 4-19=-833/1691, 6-19=-667/300, 6-17=440/146 NOTES- ,`♦♦♦`,P�.� G E•P :•F�^I�! ���•• S'�•,�• �'' 1) Ynbalanced roof live loads have been considered for this design. �` ,`, 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., .: No 22839 04Cpi=0.18; MWFRS (envelope) and C-C Exterior(2) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 9-0-0, Exterior(2) 9-0-0 to 15-3-1, * �� Interior(1) 15-3-1 to 31-8-1, Exterior(2) 31-8-1 to 34-5-9, Interior(1) 34-5-9 to 44-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to water prevent ponding. 4) All plates are MT20 plates unless otherwise indicated. i S A F 5) All plates are 2x4 MT20 unless otherwise indicated. 10%b: 6) This truss has been designed for 10.0 bottom live load live loads. �i�'� • Q:• a psf chord nonconcurrent with any other ' " • O R ' p ��� 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . , •, `�j,♦ '�/S,�NA, will fit between the bottom chord and any other members, with BCDL = I O.Opsf. / 8) Refer to girder(s) for truss to truss connections. 11',,♦'♦ 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 13=608, 2=589. Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:: October 13,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHOHomes-Avalon-Artisan T21569485 2092616 Al Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 13 11:37:27 2020 Page 1 ID: MeuWSJJTIbLiBnt7sPJJ BkzX7XQ-JMv4ZWP2?xYaVgBW8yb6TmcgTaG?KEnsV_6tKTyTr4s 1-2-0-0 1-3-0 5-0-13 10-6-0 11r0r0 17-3 4 23-4-13 29 8-1 340-1 36-8-0 'yB-0-Q 44-8-0 2-0-0 -3-0 4-1-13 ~ 5-1-3 0 6-3-4 6-1-8 6-3-4 4-4-0 2-7-15 -4-0 6-8-0 5x8 = 3x6 = 4x6 = 5x8 = 6 7 8 Scale = 1:81.8 34 4x8 = 3x8 MT20HS = 14 13 12 3x6 = 4x6 II 34-0-1 , 36-8-0 44-8-0 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 1.00 BC 0.92 WB 0.92 Matrix-SH DEFL. in (Ioc) I/deft Ud Vert(LL) -0.32 18 >999 360 Vert(CT) -0.74 18-20 >715 240 Horz(CT) 0.37 12 n/a n/a Wind(LL) 0.38 18 >999 240 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 293 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 10-11: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: BOT CHORD 2x4 SP No.2 *Except* 4-10-0 oc bracing: 2-23, 22-23 _ 24-25,26-27: 2x4 SP No.3, 2-21,15-19: 2x4 SP No.1 WEBS 1 Row at midpt 6-2t), 11-15 WEBS 2x4 SP No.3 *Except' JOINTS 1 Brace at Jt(s): 23 11-15: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=Mechanical Max Horz 2=144(LC 12) Max Uplift 2=-532(LC 9), 12=-491(LC 13) Max Grav 2=2169(LC 1), 12=2006(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3775/1995, 3-4=-3343/1842, 4-5=3777/2168, 5-6=-3777/2168, 6-8=-3996/2295, 8-9=-4010/2225, 9-10=-3393/1955, 10-11=-3807/2022, 11-12=-1932/1143 BOT CHORD 2-23=-1683/3248, 22-23=-1683/3248, 20-22=-1372/2916, 18-20=-1923/3995, 17-18=-1691/3573, 16-17=-2380/4739, 15-16=-2378/4741 WEBS 8-17=-503/1024, 9-17=-1494/914, 9-15=-1794/900, 10-15=-530/1271, 4-22=-99/384, 3-22=-430/347,8-18=-310/722,4-20=-642/1234,6-18=354/269,5-20=-455/381, �/1111111/111 6-20=-365/171, 11-15=-1645/3267 �P��(�R P F�� NOTES- • V C E N 5+ •• �L ��� 1) Unbalanced roof live loads have been considered for this design. ,�� �� V F•••. �� 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., .�. No 22839 OCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 11-0-0, Exterior(2) 11-0-0 to 17-3-4, Interior(1) 17-3-4 to 29-8-1, Exterior(2) 29-8-1 to 34-0-1, Interior(1) 34-0-1 to 38-0-0, Exterior(2) 38-0-0 to 44-0-0, Interior(1) 44-0-0 to 44-6-10 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 DOL=1.60 plate grip 3) Provide adequate drainage to prevent water ponding. :.: •, S 4) All plates are MT20 plates unless otherwise indicated. �I�'�,c� `.:••� 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q �� fj``s •' • F;,� `C?,�� •�` 7) ' This truss has been designed for load 20.Opsf the bottom in 3-6-0 tall by 2-0-0 �j S/ a jive of on chord all areas where a rectangle wide �� will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) Walter R Finn PE No.22839 2=532, 12=491. MiTek USA, Inc. FL Cert 6634 6904'Parke Fast Blvd. Tampa FL 33610 Date: October 13,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes -Avalon-Artisan T21569486 ?492616 . L A2 Roof Special 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 1311:37:43 2020 Page 1 ID:MeuWSJJTIbLiBnt7sPJJBkzX7XQ-rRs7w_b5DsZIQHQb4Jus68GZQ1 ik4SoCA1_kuYyTr4c 38-2-0 -2-0-0 d-3-0, 6-G-14 10.6-0 130-0 20-4-0 27-8-1 32-0.1 36-0-0 36-8-0 44-8-0 - 2-0-o h-3-0' S-3 14 ' 3 11-2 ' 2-0.0 ' 7-4-0 7 40 4-4 l 3-11-15 0-8 6-6-0 1-6-0 Scale = 1:83.4 6.00 12 Sx6 = 3x8 = 5x6 = 32 6 33 7 c� I IN 14 13 12 3x6 = 4x6 II 38-2-0. 44-8-0 LOADING (psD TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 1.00 BC 0.99 WB 0.98 Matrix-SH DEFL. in (loc) Vdefl L/d Vert(LL) -0.28 17-19 >999 360 Vert(CT) -0.68 17-19 >785 240 Horz(CT) 0.36 12 n/a n/a Wind(LL) 0.32 17-19 >999 240 PLATES GRIP MT20 244/190 Weight: 296 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 "Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 5-7: 2x4 SP No.1, 9-11: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: BOT CHORD 2x4 SP No.2 *Except* 4-7-0 oc bracing: 2-22, 21-22 23-24,25-26: 2x4 SP No.3 WEBS 1 Row at midpt 6-21, 6-17, 11-15 WEBS 2x4 SP No.3 *Except' JOINTS 1 Brace at Jt(s): 22 11-15: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=Mechanical Max Horz 2=162(LC 12) Max Uplift 2=-547(LC 12). 12=-511(LC 13) Max Grav 2=2170(LC 1), 12=2008(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3770/1970, 3-5=-3192/1775, 5-6=2780/1703, 6-7=-3206/1914, 7-8=-3613/2037, 8-9=-4074/2301, 9-10=-3835/2275, 10-11=-3848/2049, 11-12=-1940/1129 BOT CHORD 2-22=-1650/3241, 21-22=-1650/3241, 19-21 =-1 582/3387, 17-19=-1582/3387, 16-1.7=-2014/4105,15-16=-1530/3138 WEBS 5-21=-410/948, 6-21=-945/493, 6-19=0/359, 6-17=-467/195, 7-17=-581/1192, 8-17=-1295/824, 8-16=-962/601, 9-16=-716/1418, 9-15=-455/546, 3-22=0/259, 3-21=-569/429, 10-15=-399/503, 11-15=-1709/3307 P. NOTES- ���IeR ���, " P''�C E N 3 •' y�,��i V F•••. �� 1) Unbalanced roof live loads have been considered for this design. ,� •• 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., No 22839 •� ,GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 13-0-0, Exterior(2) 13-0-0 to 19-0-0, * Interior(1) 19-0-0 to 27-8-1, Exterior(2) 27-8-1 to 32-0-1, Interior(1) 32-0-1 to 36-0-0, Exterior(2) 36-0-0 to 42-0-0, Interior(1) 42-0-0 to 44-6-10 left •: zone; cantilever and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 DOL=1.60 plate grip 3) Provide adequate drainage to prevent water ponding. �• S 1!j •�C/ 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'•• T�s 6) ' This has been designed • O R O ��.�, truss for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • • • • `� • ••�`>� �I� will fit between the bottom chord and any other members, with BCDL = 10.Opsf. t�� '4110 N Pi' 7) Refer to girder(s) for truss to truss connections. %%% 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=547, 12=511. Walter'P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569487 24c02616 t A3 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 1311:37:47 2020 Page 1 ID: MeuWSJJTIbLiBnt7sPJJBkzX7XQ-jD6emMebH43kvujMJ8yoG_RFMeSdOGSo55yx1 JyTr4Y -2-0-0 , 4-3-8 9-8-11 15-0-0 20-4-0 25-8-1 30-0-1 31-2-Q 34-0-0 39-7-2 44-8-0 2-0-0 4-3-6 5-5-3 5-3-5 5-4-0 5-4-0 4-4-0 1-1-1 2-10-0 5-7-2 5-0-14 6.00 12 6x8 = 5x6 = 3x4 = 5x6 = 267 27 8 16 15 2x4 11 2x4 11 Sx8 = Scale = 1:83.2 IN 1N 14 13 5xB = 3x6 II LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.94 BC 0.92 WB 1.00 Matrix-SH DEFL, Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/defl L/d -0.33 18-20 >999 360 -0.59 18-20 >817 240 0.15 13 n/a n/a 0.60 20-22 >810 240 PLATES GRIP MT20 244/190 Weight: 284 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. - 16-23: 2x4 SP No.3, 17-19: 2x4 SP M 31, 19-21: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-22, 7-20, 8-18, 9-18, 10-15, 12-14, 14-17 REACTIONS. (size) 13=Mechanical, 22=0-8-0 Max Horz 22=181(LC 12) Max Uplift 13=-992(LC 8), 22=-1146(LC 8) Max Grav 13=1806(LC 1), 22=2401(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-991/731, 3-5=-822/742, 5-6=-2104/2728, 6-7=-182412544, 7-8=-2378/3152, 8-9=-2702/3432, 9-10=-2671/3332, 10-11=-3018/3567, 11-12=-2027/2437, 12-13=-1756/2105 BOT CHORD 2-22=-588/1098, 20-22=-1746/1486, 18-20=-2481/2227, 17-18=-3479/3077 WEBS 3-22=-357/338, 5-22=-2777/3256, 5-20=-611/463, 6-20=914/633, 7-20=-807/858, 7-18=-451/336,8-18=-1257/895,9-18=-1122/1370,10-17=-1343/997,11-17=-884/941, 11-14=-1221/1232, 12-14=-2221/1862, 9-17=-745/902, 14-17=-2174/1827 NOTES- 111111111/11 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 15-0-0, Exterior(2) 15-0-0 to 21-0-0, ,�� V .• �C' E N S •• 'Y �� Interjor(1) 21-0-0 to 25-8-1, Exterior(2) 25-8-1 to 30-0-1, Interior(1) 30-0-1 to 34-0-0, Exterior(2) 34-0-0 to 40-0-0, Interior(1) 40-0-0 to F•••. 44-6-4 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; : No 22839 limber DOL=1.60 plate grip DOL=1.60 �. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. ••O F .�. 6) Refer to girder(s) for truss to truss connections. �4u 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) T �i�• • Q Q:• ,� 13=992,22=1146. '• 0 R , Walter Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ��• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing A' lek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569488 Z092616 A4 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 1311:37:49 2020 Page 1 ID:MeuWSJJTIbLiBnt7sPJJBkzX7XQ-fbEOB1 grpiJSBCtIRZ?GMPWa3RIOUBb5YPR26ByTr4W -2.0-0 4-3-8 10-4-13 17-0-0 23-8-1 28-0-1 31-2-0 3 -0- 36-10-7 8.10-7 0.10-5 44-8-0 2-0-0 4-3-8 6-1-5 6-7-4 6-B-1 4-4-0 3-1-15 0- 0- 4.10-7 2-0-0 -11-14 3.9-11 6.00 12 5x8 = 5x6 = 6 31 327 Scale = 1:83.2 46 II 3x4 = 46 = 2x4 II 2x4 II 15 14 13 3x8 = 3x4 3x6 II = 5x8 = 3-11-8 4- 10-4-13 17-0-0 23-8-1 31-2-0 3 -0- 36-10-7 8-10-7 0-10-5 44-8-0 3-11.8 0- - 6.1-5 6-7-4 6-8-1 7-5-15 0- 0- 4-10-7 2-0-0 -11-14 3-9-11 Plate Offsets (X,Y)— [6:0-5-8.0-2-4], [7:0-4-0.0-2-8], [9:0-4-0,0-2-8], [12:0-3-8,Edge], 116:0-2-8,0-0-01, [23:0-3-8,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.57 18-20 >848 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.53 18-20 >911 240 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) -0.24 13 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 300 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 `Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 25-26,27-28: 2x4 SP No.3 2-10-0 oc bracing: 17-18 WEBS 2x4 SP No.3 `Except' WEBS 1 Row at midpt 3-23, 6-21, 6-20, 7-20, 8-20, 9-18 12-16: 2x4 SP No.2 REACTIONS. (size) 13=Mechanical, 24=0-8-0 Max Horz 24=198(LC 12) Max Uplift 13=-970(LC 8). 24=-1096(LC 8) Max Grav 13=1777(LC 1), 24=2386(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1124/779, 3-5=-1865/2387,5-6=-2056/2671,6-7=-2051/2848, 7-8=-2340/3095, 8-9=-2407/3201, 9-10=-2753/3480, 10-11=-3204/3945, 11-12=-3431/4191, 12-13=-1741/2122 BOT CHORD 2-24=-627/1210, 23-24=-627/1149, 21-23=-1934/1588, 20-21 =-1 96611740, 18-20=-3067/2654, 17-18=3356/2814, 16-17=-3751/3076 WEBS 3-24=-2271/2719, 3-23=-2914/2350, 5-23=-668/640, 5r21=-230/273, 6-21=-309/175, 6-20=-743/598, 7-20=-1057/655, 8-20=1066/1426, 8-18=-477/561, 9-18=-1315/899, 10-18=-545/766,1,0-17=-388/246,11-17=-286/466,12-16=-3622/2977 `IIIIIII��//��� NOTES- 1) Unbalanced live loads have been for this design. �%% DER P ,� ``P�•,.....;.• //L,At'.I� V E /t( 'V �i� roof considered ,�� S+'• •• �C' •• L F•••. �� 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. ll; Exp C; Encl., �� GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 17-0-0, Exterior(2) 17-0-0 to 23-0-0, = NO 22839 •� Werior(1) 23-0-0 to 23-8-1, Exterior(2) 23-8-1 to 28-0-1, Interior(1) 28-0-1 to 32-0-0, Exterior(2) 32-0-0 to 38-0-0, Interior(1) 38-0-0 to •' * .� 44-6-10 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber .. DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide •, 1` ft O F ; t/4 •. 4U will fit between the bottom chord and any other members, with BCDL = 10.Opsf. �i�'�� •. Q Q;••`�,,� '• I.V. O R , 6) Refer to girder(s) for truss to truss connections. ��`,S1 • a , • • • • 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) O N A; ',,,��+ Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. �° Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporaryand permanent bracing 1 VliTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty PlylGHQ Homes - Avalon -Artisan T21569489 2492616 ' A5 Piggyback Base 1 Job Reference (optional) r tsutioers Plrsiboufce (Plant Lary, t•L), Plant urty, FL - 33bbr, 6.4ZU S Aug 2b 2UZU MI I eK Industries, Inc. I ue Oct 13 11:31:bl 2UZU Page 1 ID:MeuWSJJTIbLiBnt7sPJJBkzX7XQ-c_L9bjh6LJZAN W17Y_1 kRgbxNFSry4K00jw9A4yTr4U 46-8-0 -2-0-0 43-8 9-8-11 149-11 20.4-0 25-10-6 26- -1 30.0.0 3 11- 4 35-8-0 38-10-7 0.10-5 43-8-0 4 8- 2-0.0 438 5-5-3 5-1-0 5-6-6 5-6-6 0-1- 1 3-11-15 0- 1-14 4-B•2 3.2-6 -11-14 2-9-11 -0. 2-0.0 Scale = 1:84.7 5x8 = 6.00 12 6 4x8 3x6 i 34 5 4 3 33 4x6 = 22 38 39 21 20 40 ST1.5x8 STP = 46 = 6x8 = 3x6 = 6x8 = 7 35 36 8 19 41 3x8 = 5x6 = 9 3x6 10 5x6 WB 37 11 3x6 12 13 42 18 17 3x8 = 3x6 = 16 14 3-11-8 4-3i8 14-9-11 204-0 25-10-6 26-p-1 30-_0 31-2-Q 35-8-0 38-11 QO-10-5 4q-8-Q 3-11-8 0-b-'0 10-6-3 ' S-6-6 5-6-6 0-1- 1 3-11-15 -2- 4-6-0 23-8-0 3-2E -11-14 2-9-11 1-0- Plate Offsets (X,Y)-- [5:0-1-12,0-1-12], [6:0-6-0,0-2-81, [9:0-3-0 0-2-01, [11:0-3-0,Ed e1, [13:Ed e,0-0-4] [15:0-1-8,0-1-01, [22:0-3-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.63 17-19 >757 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.62 17-19 >769 240 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.12 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 297 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 "Except* 23-24,27-28: 2x4 SP No.3, 24-25,26-27: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 "Except" 14-29: 2x4 SP No.2 REACTIONS. (size) 22=0-8-0, 13=0-8-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-11-1 cc bracing. Except: 3-3-0 oc bracing: 16-17, 15-16 3-5-0 oc bracing: 13-15 WEBS 1 Row at midpt 5-22, 6-19, 8-19, 8-17, 9-17 JOINTS 1 Brace at Jt(s): 16, 15 Max Horz 22=-168(LC 10) Max Uplift 22=-1183(LC 8), 13=-1101(LC 8) Max Grav 22=2372(LC 1), 13=1938(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-969/720, 3-5=-800/730, 5-6=-2037/2648, 6-7=-2231/2988, 7-8=-223112987, 8-9=-2186/2921, 9-10=-2526/3141, 10-12=-3019/3631, 12-13=-3255/3896 BOT CHORD 2-22=-578/1078, 21-22=-1589/1448, 19-21=-1869/1755, 17-19=-2455/2302, 16-17=-3030/2637, 15-16=-3288/2784, 13-15=-3288/2784 WEBS 3-22=-358/338, 5-22=271713174, 5-21=-591/444, 6-19=-1010/858, 7-19=410/338, 8-17=-377/267,9-17=-1130/785,10-17=-5951834,10-16=-348/251,12-16=-213/274 NOTES-�R P 1) Unbalanced roof live loads have been considered for this design. ��` L� 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., ,�� V ,• �C' E N S+ ••.•'Y ��� GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 14-9-11, Exterior(2) 14-9-11 to 20-9-11, �� F • �� Interior(1) 20-9-11 to 30-0-0, Exterior(2) 30-0-0 to 36-0-0, Interior(1) 36-0-0 to 46-9-7 zone; cantilever left and right exposed ; porch N O 2283:9 ••• left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Z�. 3) Provide adequate drainage to prevent water ponding. * •: 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. "d 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide F 44/ will fit between the bottom chord and any other members, with BCDL = 10.Opsf. .4U � 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) %Q Q;••,`� 22=1183, 13=1101. ` �,J"fS/Q N AL �,,o Walter P. Finn PE No.22839 MIT ekUSA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 WARNING - Veri(y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall pn �pir building design. BracingIndicatedis to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I Vl� Lek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes - Avalon -Artisan T21569490 2492616 ' A6 Piggyback Base 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 1311:37:53 2020 Page 1 ID:MeuWSJJTIbLiBnt7sPJJBkzX7XQ-YNTvOPjMtwptdpAWgP3CWFhGg39dQ_khT1 PGFzyTr4S 2-0-0 4-9-7 10-0-12 149-11 22-4-0 29-10-5 %2-2 44-M p6 8-0 , 2-0-0 4-9-7 535 4-8-15 7-6-5 7-6-5 7-313 7-514 2-0-0 6.00 12 ST1.5x8 STP = 3x6 = 3x8 = 3x6 = 2x4 11 4x8 = 6x8 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017frP12014 LUMBER - TOP CHORD 2x4 SP N0.2 *Except* 8-9,9-12: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 21-22: 2x4 SP No.3 REACTIONS. (size) 19=0-8-0, 11=0-8-0 Max Horz 19=167(LC 11) Max Uplift 19=-1197(LC 8), 11=-1085(LC 8) Max Grav 19=2401(LC 1), 11=1909(LC 1) 5x8 = 2x4 11 5x8 = 25 7 26 8 Scale = 1:85.5 11 2x4 2 II 2 d 3x6 = 3x6 = 22-4-0 29-10-5 37-2-2 44-8-0 , CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 1.00 Vert(LL) 0.5518-19 >871 240 MT20 244/190 BC 0.89 Vert(CT) -0.49 18-19 >978 240 MT20HS 187/143 WB 0.95 Horz(CT) 0.13 11 n/a n/a Matrix-SH Weight: 252 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-7-4 oc bracing. WEBS 1 Row at midpt 5-19, 6-16, 10-14 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1075/795, 3-5=-895/791, 5-6=-1923/2565, 6-7=-2240/3041, 7-8=-224013041, 8-10=-2484/3089, 10-11=-3198/3881 BOT CHORD 2-19=-638/1179, 18-19=-1475/1313, 16-18=-1790/1660, 14-16=-2339/2118; 13-14=-3287/2732, 11-13=-3287/2732 WEBS 3-19=-378/364,5-19=-2657/3180, 5-18=-719/519, 6-16=1091/902, 7-16=-602/499, 8-16=-273/329, 8-14=-889/553, 10-14=-701/1083, 10-13=403/306 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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 14-9-11, Exterior(2) 14-9-11 to 23-3-8, Interior(1) 23-3-8 to 29-10-5, Exterior(2) 29-10-5 to 38-4-2, Interior(1) 38-4-2 to 46-9-7 zone; cantilever left and right exposed ; porch heft exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 19=1197.11=1085. `IIII111111/11�,, %",`L ER P. � SSA � G E 1115+�; �ti �i♦♦ No 2283OR I'D �1'r'r �O N A' E Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. R Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �®® a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall Nat building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569491 7402616 A7 Piggyback Base 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 1311:37:55 2020 Page 1 I D: Meu WSJJTIbLi Bnt7sPJJBk2X7XQ-UI bg R5kcPY3bs7 Kung5gbgmd Issbuu EzxLuMJryTr4Q 2-0-0 , 6-9-7 14-9-11 22-4-0 29-1 %5 37-2-2 44-8-0 p6 8-0 , 2-0-0 6-9-7 8-0 4 7.6-5 7 &5 7-3-13 7-6 14 2-0-0 TOP CHORD UNDER PIGGYBACKS TO BE LATERALLY BRACED BY Scale =1:85.5 PURLINS AT 2-0-0 OC. MAX. • 5xe = TYPICAL. 6.00 12 2x4 II 5x8 = 24 6 25 ST1.5x8 STP = 3x6 = 3x10 = 3x6 = 2x4 II 4x6 = 4x6 11 3x8 = 6-3-12 . LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-4,8-11: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 20-21: 2x4 SP No.3 REACTIONS. (size) 18=0-8-0, 10=0-8-0 Max Horz 18=167(LC 11) Max Uplift 18=-1261(LC 8), 10=-1021(LC 8) Max Grav 18=2529(LC 1), 10=1789(LC 24) 3x6 = 0-5 11 2x4 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TC 0.94 Vert(LL) 0.3513-15 >999 240 MT20 244/190 BC 0.79 Vert(CT) -0.34 13-15 >999 240 WB 0.95 Horz(CT) 0.09 10 n/a n/a Matrix-SH Weight: 246 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-10-1 oc bracing. WEBS 1 Row at midpt 5-15, 7-15, 9-13 2 Rows at 1/3 pts 3-17 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1335/998, 3-5=-1411/1855, 5-6=-1888/2602, 6-7=1888/2602, 7-9=-2223/2750, 9-10=-2945/3542 BOT CHORD 2-18=-778/1424, 17-18=-778/1395, 15-17=-1193/1173, 13-15=-2025/1884, 12-13=-2988/2509,10-12=-2988/2509 WEBS 3-18=-2355/2757, 3-17=-2602/2074, 5-17=-651/600, 5-15=-1341/1044, 6-15=-594/485, 7-13=-889/551, 9-13=-711/1099, 9-12=-405/308 NOTES- 1) Lfhbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 14-9-11, Exterior(2) 14-9-11 to 23-3-8, Interior(1) 23-3-8 to 29-10-5, Exterior(2) 29-10-5 to 38-4-2, Interior(1) 38-4-2 to 46-9-7 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=1261,10=1021. `111111111/���, `%%�P�� G E'N �J# i No 22839 44/ .11 1111111111100 Walter R Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall r building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Avalon -Artisan T21569492 2492616 ` A8 Piggyback Base 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 1311:37:57 2020 Page 1 ID:MeuWSJJTIbLiBnt7sPJJBkzX7XQ-Q8jQsnmtw9JJ5RUHvF8Bg5r KgVnMpGGOfNTOkyTr40 i-2 00 , 4-6-9 10-2-7 14-9-11 22-4-0 29-10-5 37-2-2 44-8-0 ,46-8-0 2-0-0 4F-9 5-7-14 4-7 4 7-6-5 7 6-5 7-3-13 7-5-14 2 0 0 Scale = 1:85.5 5x6 = 6.00 12 4x8 = 5x6 = 26 7 27 8 11 2x4 6x8 = 3x6 = 2x4 11 3x8 = 2x4 11 4x6 = 5x8 = 3x6 = 3x6 = 22-4-0 29-10-5 37 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rrP12014 CSI. TC 0.84 BC 0.94 WB 0.85 Matrix-SH DEFL. in (loc) Vdefl Lid Vert(LL) 0.28 13-15 >999 240 Vert(CT) -0.25 15-16 >999 240 Horz(CT) 0.08 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 255 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 9-12: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 5-20, 5-18, 7-18, 7-15, 10-15 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 22-23: 2x4 SP No.3 REACTIONS. (size) 20=0-11-5; 11=0-8-0 Max Horz 20=167(LC 11) Max Uplift 20=-1387(LC 8), 11=-895(LC 8) Max Grav 20=2783(LC 1), 11=1604(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1354/878, 3-5=-1719/1400, 5-6=-512/585, 6-7=-432/594, 7-8=-1522/1974, 8-1 0=-1 82112105, 10-11 =-2552/2863 BOT CHORD 2-20=-702/1385, 18-20=-1172/1882, 16-18=-1154/1382, 15-16=-1154/1382, 13-15=-2389/2162, 11-13=2389/2162 WEBS 3-20=-502/584,.5-20=-2431/2860, 5-18=-2377/1915, 6-18=-343/204, 7-18=-1430/1827, 7-16=-412/401, 7-15=-544/356, 8-15=-566/358, 10-15=-730/1124, 10-13=-409/310 NOTES- `%%% -DER P 1) lhibalanced roof live loads have been considered for this design.PLC•,....; Wind: ••:,� �i� 2) ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., ,�� V •• �G ENS GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 14-9-11, Exterior(2) 14-9-11 to 23-3-8, Interior(1) 23-3-8 to 29-10-5, Exterior(2) 29-10-5 to 38-4-2, Interior(1) 38-4-2 to 46-9-7 zone; cantilever left and right exposed ; porch rJ O 22839 •� 15ft exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 * 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide "10 = will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 0 F C(/ 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10 0.. 20=1387, 11=895. �w . ,O , P �,�` R 11111111100% Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �® a truss system. Before use, the building designer must verily the applicability of design parameters and properly incorporate this design into the overall �`��• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Plf Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569493 4492616 ' A9 Piggyback Base 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 1311:38:00 2020 Page 1 I D: M eu WS JJTIbLi B nt7sPJJ B kzX7XQ-d OZU oolD4iuyu DsaN hrlkTT6tbPZ9Rj4dc7?3yTr4L -2-0.0 5-6-3 10.11-0 12-9-0 1 -9-11 29-10-5 37-2-2 448-0 46-8-0 2-0.0 SS3 5-4-13 -10.0 2.0.11 15-0.10 7-3-13 7.5.14 2-0 6.00 12 7x8 i 3x8 = Sx8 = 6 '29 7 30 8 11 2x4 'o 4x6 = ST1.5x8 STP = 4x8 = 3x6 = 2x4 I I 4x6 = 3x4 11 2x4 II 3x6 = 5x12 = 5x8 = 6x8 = 12-9-0 11-10-0 i 5$3 10.11-0 11,6,q 14-311 29-10-5 37-2-2 448-0 SE-3 5-4-13 W7-b 2-0-11 15-0-10 73-13 75-14 04-0 0.11A Scale = 1:88.6 . Io d LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rrP12014 CSI. TC 0.94 BC 0.68 WB 0.95 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefl Ltd 0.29 16-17 >999 240 -0.26 14-16 >999 240 0.07 11 n/a nla PLATES GRIP MT20 2441190 Weight: 286 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. 9-12: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-7-11 oc bracing. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 6-20, 6-17, 7-16, 8-16, 10-14, 7-19 5-22: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 'Except* 25-26: 2x4 SP No.3 REACTIONS. (size) 20=0-8-0, 11=0-8-0 Max Horz 20=167(LC 11) Max Uplift 20=-1432(LC 8). 11=-825(LC 8) Max Grav 20=2963(LC 1). 11=1503(LC 24) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1278/927, 3-5=-2160/1672, 5-6=-2157/1779, 6-7=-587/552, 7-8=-1048/1247, 8-10=-1601/1737, 10-11=-2336/2475 BOT CHORD 2-23=-747/1368, 5-21=-275/169, 20-21 =- 1435/2451, 19-20=-551/1146, 14-16=-1064/1328, 13-14=-2045/1971, 11-13=-2045/1971 WEBS 3-23=-489/310, 21-23=-679/1308, 3-21=-732/1035, 5-20=425/647, 6-20=-2602/3199, 6-19=-1661/1253, 7-16=-964/558, 8-16=-568/797, 8-14=-888/554, 10-14=740/1139, 10-13=-412/311, 16-19=-629/995, 7-19=-1625/2189 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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., G,Cpi=0.18; MWFRS (envelope) and C-C Exterior(2) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 14-9-11, Exterior(2) 14-9-11 to 23-3-8, Interior(1) 23-3-8 to 29-10-5, Exterior(2) 29-10-5 to 38-4-2, Interior(1) 38-4-2 to 46-9-7 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live -load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 20=1432, 11=825. `,`�111111111////,, RP• F/N No 22839 ��0� • O S A F ::4/ .��,,• Ft, y sS�bN Ai-000 111/111111104 Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa I'L 33610 Date: October 13,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569494 3492616 ' A10 Piggyback Base 1 1 • Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 13 11:37:30 2020 Page 1 ID:MeuWSJJTIbLiBnt7sPJJBkzX7XQ jxaDBYRxHsw8MHw5g49p4PENEnLKXcqIByLYxoyTr4p 13-6.1 i Sb•7 10.11.0 ,12-9-01 14-9.11 19-2-5 19�9-13 236-15 2A-9-15 29-10-5 37-3-3 44-5-0 46-8-0 r2-0-0 SE-7 5-0-9 1-10-0 a•9 4-0-1—� 3-9-3 -2-1 5-0-6 7-0-13 7-0-13 2-0-0 0-9-1 Scale = 1:88.9 6.00 12-� — 3x4 II 7 5x8 11 6 3x6 5 3x6 i 4 3 38 37 4x6 = 5x8 = 8 39 40 9 10 19 3x6 3x6 11 z12 41 42 13 46 = 25 22 5x8 = 17 45 46 28 27 23 18 16 15 ST1.5x8 4x6 = ST1.5x8 STP = 3x4 I I 3x6 = 4x6 = 3x4 113x4 = 3xl0 = 3x4 I I 6x8 = Sx12 = 6x8 = 12-9-0 14-9-11 11-10-0 14-9-1 5�6-7 1211-2 11 1 1 19-2-5 1 9- 3 22: -15 2 9-1 2310-5 37-3-3 448-0 SS7 5-0-9 0. 05- 0-0110 4-0-10 0-7 3-9-3 -2-15 5-0-6 7-0-13 7-0-13 0-4-0 1-2-15 Plate Offsets (X,Y)— [5:0-2-4,0-2-81, [7:0-4-8,0-1-121, [10:0-5-8,0-2-41, [19:0-5-8,0-4-01, (21:0-5-4,0-2-81, [26:0-5-12,0-4-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.29 15-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.24 15-16 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.84 Horz(CT) 0.09 13 n/a We BCDL 10.0 Code FBC20171TPI2014 Matrix-SH Weight: 313 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 11-14: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.2 *Except* 5-27,6-23,30-31,9-18: 2x4 SP No.3 WEBS 2x4 SP No.3 WEBS OTHERS 2x4 SP No.2 `Except' JOINTS 33-34: 2x4 SP No.3 REACTIONS. (size) 25=0-8-0, 13=0-8-0 Max Horz 25=167(LC 11) Max Uplift 25=-1445(LC 8). 13=-831(LC 8) Max Grav 25=2930(LC 1), 13=1506(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1279/928, 3-5=-2255/1730, 5-6=1857/1497, 6-7=1786/1504, 7-8=-985/1043, 8-9=-985/1043, 9-10=-1585/1804, 10-12=-1606/1762, 12-13=-2351/2518 BOT CHORD 2-28=-747/1368, 25-26=-1538/2616, 20-21=-661/938, 19-20=-1542/1591, 9-19=-732/435, 15-16=-2085/1986, 13-15=2085/1986. WEBS 3-28=-534/326,26-28=-712/1362,3-26=-784/1119,16-19=-1291/1392,10-19=-218/404, 10-16=-397/178,12-16=-752/1149,12-15=-415/316,5-21=1015/878,21-25=2165/2806, 5-25=-947/1279, 8-20=-388/359, 9-20=1041/1312, 7-20=2188/1663, 7-21=2239/2773 Structural wood sheathing directly applied or 2-2-0 oc purlins. Rigid ceiling directly applied or 3-7-14 oc bracing. Except: 4-6-0 oc bracing: 19-20 6-0-0 oc bracing: 21-24, 20-21 1 Row at midpt 12-16, 9-20, 7-20, 7-21 1 Brace at Jt(s): 20 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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 14-9-11, Exterior(2) 14-9-11 to 23-3-8, Interior(1) 23-3-8 to 29-10-5, Exterior(2) 29-10-5 to 38-4-2, Interior(1) 38-4-2 to 46-9-7 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 25=1445, 13=831. ,1�11111/��� .`��yJP'�•��R' P' ff F/ti ���� No 22839 i 1111/ Walter R'Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. SN 9/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek' building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 VliTek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS17rPl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569495 3492616 • All Piggyback Base 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33557, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 1311:37:32 2020 Page 1 I D: Meu WSJJTIbLiBnt7s PJJ BkzX7XQ-fKizcD S BpUAsbb4TxVB HAgJ h2b2_7Vrb eGge7gyTr4n -2-0-0 10.11-0 12.9.0 149-11 22-4-0 29-10-5 3 3 8 36-6-0 38-8-0 3 7 0 5-6-3 5-4-13 1-10-0 2-0.11 7.6.5 7-6-5 0. :2 2.2-0 0-11 Scale = 1:78.1 6.00 12 6x8 , 4x8 = 5x6 = 6 30 7 31 8 32 I 9 STP = 22 4x4 = ST1.5x8 STP = 2x4 I Ix6 4x8 = 2x4 11 5 8 11 2x4 11 5x12 = 5x8 = 6x8 = 12-9-0 11-10-0 5-0-3 10.11-0 11-6-p, ,149-11 22-4-0 29-105 30r3,8 jr 38-8-0 39-7� ' 563 ' S-0-13 0!7-0' ' 2-0-11 ' 7-0-5 7E-5 0 6-2, -11 0-0-0 Plate Offsets (X,Y)— [6:0-5-12,0-2-12j,[8:0-4-0,0-2-8],[13:0-2-4,0-3-4],[16:0-2-8,0-2-8],[23:0-5-8,0-2-8] LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.25 18-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Verl(CT) -0.23 18-19 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.01 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 283 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 `Except` except end verticals. 5-26,10-14: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-44 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-24, 6-21, 19-23, 7-23, 16-19, 7-16 REACTIONS. (size) 12=0-7-4, 24=0-8-0 Max Horz 24=304(LC 12) Max Uplift 12=-646(LC 8), 24=-1298(LC 8) Max Grav 12=1087(LC 24). 24=2798(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-12781927, 3-5=-2160/1672, 5-6=2159/1780, 6-7=-706/598, 7-8=-998/1148, 8-9=-1221/1194, 9-1 0=-1 043/1280, 10-11=-I026/1179, 11-12=-958/1104 BOT CHORD 2-27=-747/1368, 5-25=-269/173, 24-25=-1435/2451, 23-24=-598/573, 15-16=-1343/968 WEBS 3-27=-489/310, 25-27=-678/1307, 3-25=-732/1035, 5-24=428/611, 6-24=2424/2911, 6-23=-1397/1089, 7-19=-333/258, 9-15=-969/995, 13-15=1748/1417, 9-13=-395/129, 11-13=-1416/1228, 19-23=988/745, 7-23=-1411/1769, 16-19=-1003/765, 7-16=-580/420 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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., aCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 14-9-11, Exterior(2) 14-9-11 to 20-9-11, Interior(1) 20-9-11 to 29-10-5, Exterior(2) 29-10-5 to 35-10-5, Interior(1) 35-10-5 to 39-5-8 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces $ MWFRS for reactions shown; Lumber,DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=646,24=1298. ,```�1111111I1II��I R P, F�� �GEN& , No 22839 gib• �� �� :• TA O F : 4u�t/ 'tr N A ECG Inn Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see AN3117PI1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569496 2492616 Al2 Roof Special 1 1 Job Reference (optional) IJuilaers rtrstbource (I'lant city, I-L), Plan[ city, FL - 33b6f, ti.42U s Aug Zb 2U2U MI I eK Industries, Inc. I Us UCt 13 11:31:34 2U2U Page 1 ID:MeuWSJJTIbLiBnt7sPJJBkzX7XQ-bjg11 vU RL5QarvDs3wDIFF02tPfrTNlu6aJl4ZyTr41 1-2-0-0 , 5-&E5 10.11-0 it 9.01 19.1%8 20.9-8 25-1-8 29.1.8 3p-3-$ 34.6-0 30.8.0 3p p 2.0.0 5-6.5 5-4-12 -10-0 7-1.8 0. 1- 4-4-0 4-0.0 .2.0 4.2-8 4-2.0 0- 11-y 29 2 7x8 =5x6 = 6.00 12 7 8 5x6 46 i 6 30 3x6 5 3x4 - 4 3 5x6 = 5x6 = 9 4x6 = 5x12 = 2x4 II 11 1213 FM8 STP = 17 16 3x6 = 25 22 21 19 3x6 II 28 27 23 0 205 5x8 = 3x4 = 4x4 —_ ST1.5x8 STP = 3x6 = 7x14 MT20HS = 2x4 I I 2x4 I I 2x4 113x4 II 5x8 = 5x8 =6x8 = 6x8 = 12-9-0 20-9-8 r SS-5 10-11-0 11,6,0 19-10$ 20r40 25-1-8 29-1-8 'ip-&5 34E0 3aA-0 39-7-q r 5�5 5-4-12 0 7-T 0 4-0-0 4-0-0 -2-0 4-2-8 4-2-0 011 Scale = 1:94.8 Plate Offsets (X,Y)— [7:0-6-0,0-2-81, [8:0-3-0,0-2-01, [10:0-3-0,0-2-01, [15:0-2-4,0-2-41, [18:0-2-8,0-2-81, [21:0-5-8,Edge1, [24:0-6-0,0-3-01, [26:0-6-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.43 20-21 >775 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.35 20-21 >949 240 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) -0.01 14 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-SH Weight: 322 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-10 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 5-27,6-23,12-16: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-1-0 oc bracing. Except: WEBS 2x4 SP No.3 *Except* 1 Row at midpt 6-24 7-24: 2x4 SP No.2 WEBS 1 Row at midpt 9-21, 18-21, 6-25, 7-21 2 Rows at 1/3 pts 7-24 REACTIONS. (size) 14=0-7-4, 25=0-8-0 Max Horz 25=382(LC 12) Max Uplift 14=-522(LC 8), 25=-1119(LC 8) Max Grav 14=1055(LC 24), 25=2762(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1277/926, 3-5=-2159/1674, 5-6=2148/1728, 6-7=1470/1377, 7-8=-381/627, 8-9=-495/634, 9-10=-905/1114, 10-11=1099/1177, 11-12=-545/684, 12-13=509/621, 13-14=-946/1174 BOT CHORD 2-28=-744/1366, 25-26=-1448/2459, 24-25=-1186/1150, 6-24=-177211354, 21-23=-275/182, 17-18=-1504/1030 WEBS 21-24=-418/182, 7-24=-2095/2596, 9-21=-794/966, .10-18=-258/183, 11-18=192/283, 11-17=-485/479, 15-17=-1507/1157, 11-15=-513/459, 13-15=-1282/1049, 9-18=-483/323, 18-21=-11421752, 3-28=-487/310, 3-26=-741/1040, 26-28=-682/1314, 6-25=1984/2392, 7-21=-11701760, 8-21=-301/98 `tt%1IIIIIIIIIIJ111 • V-�eR P NOTES- V • 41 �G E N S •• 1) Unbalanced roof live loads have been considered for this design. ,�� .• �� F•••• �� 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., No 22839 •� CCpi=0.18; MWFRS (envelope) and C-C Exterjor(2) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 19-10-8, Exterior(2) 19-10-8 to 25-1-8, * :• Interior(1) 25-1-8 to 29-1-8, Exterior(2) 29-1-8 to 34-6-0, Interior(1) 34-6-0 to 39-5-8 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide drainage to "fl adequate prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 bottom -�3 TTZ 0 F •'. <G psf chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for live load �i�T� •.• Q:: a of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide G R , p ���� will fit between the bottom chord and any other members. 7) Provide ec"19 I connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569497 2492616 ' A13 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 1311:37:37 2020 Page 1 ID: MeuWSJJTIbLiBnt7sPJJBkzX7XQ-OlVsfxWKeOogiMyRk2nSttOcxcgBgn6KoYXPhuyTr4i 32-6-0 i-2-M 5-0-7 i - 10.11-0 i12-9-0i 17-10-8 22-:S 27.1.8 304-8 31-1-6 38-e-0 38-7-4 2-0-0 SS7 54-9 1-10-0 5A 411-0 44-0 3-2-0 6-2-0 11 14-8 5x6 = 6.00 12 5x6 = 5x12 = co n oxe = <u 3xd = 4x4 —_ ST1.5x8 STP = 3x6 = 2x4 11 2x4 11 3x4 11 2x4 11 2x4 II 5x12 = 3x4 II 5x8 = 6x8 = 6x8 = 6x8 = 12-9-0 i 5-0-7 10-11-0 11,6,0 17-10-8 22-9-8 27-1-8 30-3-8 32E-0 38-8-0 38-7-0 SE-7 54-9 �7- 5-1-8 4-11-0 4-0-0 3-2-0 2-2-8 6-2-0 0 t1 1-3-0 LOADING (psf) SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 TCDL 15.0 Lumber DOL 1.25 BC 0.93 BCLL 0.0 Rep Stress Incr YES WB 0.80 BCDL 10.0 Code FBC2017rrPi2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-28,6-24,18-20,12-16: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 14=0-7-4, 26=0-8-0 Max Horz 26=395(LC 12) Max Uplift 14=-561(LC 8). 26=-1183(LC 8) Max Grav 14=1062(LC 24), 26=2752(LC 1) DEFL. in (loc) Udefl L/d Vert(LL) 0.41 21-22 >813 240 Vert(CT) -0.35 21-22 >944 240 Horz(CT) -0.01 14 n/a n/a Scale = 1:88.8 iTP = PLATES GRIP MT20 244/190 Weight: 326 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-0-11 oc bracing. Except: 1 Row at midpt 6-25 WEBS 1 Row at midpt 6-26, 7-22, 15-17, 8-22, 8-19, 19-22 2 Rows at 1/3 pts 7-25 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1279/928, 3-5=-2250/1726, 5-6=2135/1708, 6-7=-1509/1362, 7-8=-262/407, 8-9=-1309/1595, 9-10=-1076/1321, 10-11=-1195/1403, 11-12=-408/490, 12-13=-371/447, 13-14=-928/1173 BOT CHORD 2-29=-747/1369, 5-27=-226/293, 26-27=-1543/2624, 25-26=-1192/1035, 6-25=-1910/1477, 21-22=-312/158, 18-19=-1343/877, 17-18=-1400/990, 12-15=-442/383 WEBS 3-29=-532/323, 27-29=-694/1345, 3-27=-779/1112, 6-26=1954/2403, 22-25=-468/140, 7-25=-2099/2595, 7-22=-1294/907, 15-17=-1389/1073, 11-15=-688/803, 13-15=-1350/1.122, 11-17=-479/483, 19-21=-414/319, 9-19=-838/930, 10-17=311/251, 8-22=-846/1043,8-19=-1386/1020,19-22=-727/447 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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., QCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 17-10-8, Exterior(2) 17-10-8 to 27-1-8, Interior(1) 27-1-8 to 31-1-8, Exterior(2) 31-1-8 to 32-6-0, Interior(1) 32-6-0 to 39-5-8 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 14=561, 26=1183. No 22839 ?O:eTq :��� i 1ONA S%%%* 11111 Walter R Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not �® a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall p�• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing A iTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569498 2492616 A14 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 1311:37:39 2020 Page 1 I D: Meu WSJJTIbLiB nt7sPJ J B kzX7XQ-ygdc4dYaAd2txg6q rTpwyl6wyQ RU 8fhd FsOW InyTr4g -2-0-0 5-10-6 10.11-0 12-9.0 16-10-8 23-9-8 28.1-8 30-3-8 38-8-0 3 -7 2-0-0 5-10-6 5-o-11 -10.0-11-0 4-4-0 2.2-0 8-4-8 0-11 6.00 12 7x14 MT20HS i 5x8 = 28 29 7 5x6 = Scale = 1:86.9 5x6 = I r n c5 0, cb 0y STP = d Go LO cc l3 l/ 10 - 4x4 = ST1.5x8 STP =. 3x6 = 6x12 MT20HS = 3x4 11 3x4 = 2x4 II 2x4 I 2x4 11 5x12 = 6x8 = 6x8 = 5x8 = 6x8 = 2x4 II 12-9-0 11-10-0 i 5-t0E 10-11-0 11r6,0 16-IH 2W 28-1-8 30-3-8 38-8-0 39-7-q 1 H 5-0-11 07-0' '4-1, 6-11-0 4-0-0 2-2-0 Bd-8 0-11 04-0 Plate Offsets (X,Y)-- [6:0-10-12,0-2-41, [7:0-6-0,0-2-8], [13:0-2-4,0-3-0] [14:Edge 0-1-81, [17:0-5-0 0-2-8] [20:0-5-8,Edge] [24:0-6-4 0-4-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.41 14-15 >814 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.36 14-15 >917 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) -0.02 12 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-SH Weight: 313 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins, 8-11: 2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-8-6 oc bracing. 5-25,9-16,10-14: 2x4 SP No.3 WEBS 1 Row at midpt 6-18, 7-17, 15-17, 13-15, 9-13, 7-20 WEBS 2x4 SP No.3 2 Rows at 113 pts 6-23 REACTIONS. (size) 12=0-7-4, 23=0-8-0 Max Horz 23=389(LC 12) Max Uplift 12=-573(LC 8). 23=-1216(LC 8) Max Grav 12=1067(LC 24), 23=2757(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1319/968, 3-5=-2240/1715, 5-6=2130/1815, 6-7=167/298, 7-8=-838/889, 8-9=-1209/1357, 9-10=-434/491, 10-11=-407/460, 11-12=914/1120 BOT CHORD 2-26=-780/1411, 23-24=-1480/2564, 21-23=-513/169, 20-21=-513/169, 9-15=-295/257, 10-13=-647/561 WEBS 3-26=-561/335, 24-26=-734/1386, 3-24=-747/1080, 5-23=-366/456, 6-23=-2508/3103, 18-20=-330/247,6-20=-1304/891,7-17=-824/578,8-17=-745/896,15-17=-.1563/1089, 8-15=-376/325, 13-15=-1445/1204, 9-13=-833/939, 11-13=-1419/1255, 17-20=-1038/655, 7-20=-983/1219 N07ES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -2-1-7 to 3-10-9, Interior(l) 3-10-9 to 16-10-8, Exterior(2) 16-10-8 to 22-10-8, loterior(1) 22-10-8 to 23-9-8, Exterior(2) 23-9-8 to 28-1-13, Interior(1) 28-1-13 to 39-5-8 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 12=573, 23=1216. IV No 22839 11111 Walter P. Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19r2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracingindicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569499 ?492616 ' A15 Roof Special 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 1311:37:42 2020 Page 1 I D: Meu WS JJT IbLi Bnt7sPJJB kzX7XQ-M FJ Ij eaSSYR Ro7rOXbNdaxkTkdQ 8 L103xpFAM 5yTr4d -2-0-0 5-11-5 10.11-0 12-9-0 14-10-13 20,4-0 25-9-8 30 1-8 311 -0 3 7- 2-0-0 5-11-5 4-11-11 1-10.0 2-1-8 5-6-8 5-5-8 4-4-0 8-6-8 0-11 6x8 = 6.00 12 4x4 = 5x6 = 6 729 30 8 6x8 = 3TP = �,. �.. 21 4x4 = ST1.5x8 STP = 2x4 I Ix6 Sx12 2x4 I I 4x6 = 2x4 11 6x8 = 5x12 = 5x8 = 6x8 = 12-9-o 11-10-0 5-11-5 10.11-0 1 1410-8 25-9-8 30-1-8 3 8 38-8-0 3 7 5-115 4-11-11 0-7- 2-1-8 10.11-0 4-0-0 0- 0 8-0-8 0-11 0-4-0 Scale = 1:78.1 IN a Plate Offsets (X,Y)— [6:0-5-8,0-2-4],[8:0-3-0,0-2-0],[13:0-2-8 0-3-4],[14:Edge,0-2-0] [15:0-2-8 0-2-8] [22:0-5-8 0-2-8] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.72 18-20 >462 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.56 18-20 >590 240 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.01 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 303 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-9-6 oc purlins, 9-11: 2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-8-7 oc bracing. 5-25,10-14: 2x4 SP No.3, 19-21: 2x4 SP No.1, 16-19: 2x4 SP M 31 WEBS 1 Row at midpt 6-23, 6-20, 7-18, 8-15, 13-15, 9-13, 18-22, WEBS 2x4 SP No.3 7-22 REACTIONS. (size) 12=0-7-4, 23=0-8-0 Max Horz 23=340(LC 12) Max Uplift 12=-599(LC 8). 23=1261(LC 8) Max Grav 12=1084(LC 24), 23=2796(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1325/973, 3-5=-2157/1669, 5-6=-2154/1779, 6-7=-688/615, 7-8=-876/998, 8-9=-1693/1765,9-10=-724/794,10-11=-672/732,11-12=-925/1112 BOT CHORD 2-26=-782/1415, 5-24=-280/178, 23-24=-1435/2452, 22-23=-615/478, 14-15=310/106, 10-13=-781/667 WEBS 3-26=-520/323, 24-26=-716/1348, 3-24=-721/1020, 5-23=-440/613, 6-23=-2416/2899, 20-22=-209/280, 6-22=-1443/1143, 7-18=-998/679, 8-18=-502/500, 15-18=-1253/871, 8-15=-1106/999,13-15=-1657/1448,9-13=-764/751,11-13=-1574/1446,9-15=-952/913, 18-22=-733/542, 7-22=-1275/1521 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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -2-1-7 to 3-10-9, Interjor(1) 3-10-9 to 14-10-8, Exterior(2) 14-10-8 to 20-10-8, Ipterior(1) 20-10-8 to 25-9-8, Exterior(2) 25-9-8 to 30-1-13, Interior(1) 30-1-13 to 39-5-8 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 12=599, 23=1261. ER P. F/ 0 ���i .���P•'GENS+ �/ii No 22839 O N At- � 1ORI 1111111110 Waiter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUPP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes -Avalon-Artisan T21569500 2492616 ' AH1 GABLE 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 13 11:38:04 2020 Page 1 ID:MeuWSJJTIbLiBnt7sPJJBkzX7XQ-jUe3KArGHJ CKRW WdpDmnTaeALUyeV_B I7EaL8gyTr4H -2-0-0 5-6.3 10-11-0 12-1 5 17-10-3 20-3-4 22.9.13 27-9-8 30-3-8 32-1-8 3410-8 3&8.0 3 7 2.0-0 5-,3 5-4-13 1-11-5 4-11-14 2.5-1 2.6.9 4-11-11 2.6-0 1-10-0 2-9.0 3.9.8 0-11 °d9 6.00 12 4x6 5x6 = 3x4 = 5x8 = iTP = -- -- 24 3x6 = 4x4 = 4x8 = 3x4 = 6x12 MT20HS = ST1.Sx8 STP = 5x12 = 6x8 = 6x8 = 12-9-0 5E-3 10-11-0 1 12- -5 17-10-3 LQ 4 2; 13 27-9.11 30.3-8 32-1-8 32 8 31. 0 3 7 56.3 54-13 0 7 o- 5 411-14 2b-1 2E-9 4-11-14 2513 1-10.0 2-9-0 3541 0-11 13-0 Plate Offsets (X,Y)—[3:0-3-8,0-3-01,[5:0-4-0,0-2-81,[7:0-6-0,0-2-81,[18:0-2-4,0-2-121,[25:0-5-8,0-3-01 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017lrP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 5-7: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 4-28,8-19,11-16: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 13=0-7-4, 26=0-8-0 Max Horz 26=415(LC 4) Max Uplift 13=-916(LC 4), 26=-1388(LC 4) Max Grav 13=1115(LC 20), 26=2761(LC 1) Scale = 1:78.1 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.86 Vert(LL) 0.20 21-23 >999 240 MT20 244/190 BC 0.67 Vert(CT) -0.21 21-23 >999 240 MT20HS 187/143 WB 0.84 Horz(CT) -0.02 13 n/a n/a Matrix-SH Weight: 292 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-2-11 oc bracing. WEBS 1 Row at midpt 7-21, 6-25, 5-26 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-342/926, 3-4=-605/1676, 4-5=589/1715, 5-6=-331/1144, 6-7=-748/531, 7-8=-1626/1128,8-9=-1664/1112,9-10=-1278/896,10-11=-994/858,11-12=-928/770, 12-13=-990/840 BOT CHORD 2-29=-745/396, 26-27=-1447/726, 25-26=-1146/400, 20-21=-961/1054, 17-18=-1369/1694 WEBS 3-29=-188/311, 27-29=-685/372, 3-27=739/346, 7-20=288/221, 18-20=-964/1085, 7-18=-766/992, 9-18=-440/305, 9-17=657/392, 14-17=1165/1470, 10-14=345/140, 12-14=-1046/1259, 6-21=-311/615, 7-21=-618/267, 5-25=681/1022, 21-25=7231719, 6-25=-1856/1073, 5-26=-2109/1117 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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., .GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIIrPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 Do. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 13=916, 26=1388. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 37 lb down and 22 lb up at 35-11-4, and 122 lb down and 91 lb up at 37-11-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. d(9)tkRW W[Ar£6SE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). %`�y�1p'....P FZti No 22839 • O • 1-4 0 F •�v .,4*ssl� N A' %. Walter R'Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSU7P/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569500 4492616 � AH1 GABLE 1 1 Job Reference (optional) builders Firstbource (Plant city, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 1311:38:04 2020 Page 2 ID: Meu WSJJTIbLiBnt7sPJJBkzX7XQ-jUe3KArGHJ CKR W WdpDmnTaeALUyeV_BI?EaL8gyTr4H LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=70, 5-7=70, 7-9=70, 9-12=-70, 2-28=-20, 25-27=20, 19-24=20, 16-18=-20, 13-14=20, 14-15=-20 Concentrated Loads (lb) Vert:33=39(B) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with Mirek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ® a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Amy building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 9 VliTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 2136011 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Avalon -Artisan T21569501 �492616 N AH5 Half Hip Girder 1 n L Job Reference (optional) builders F1rstbource (Plant City, FL), Plant City, FL - 33b67, 6.4ZU s Aug Zb ZUZU MI I eK Industries, Inc. I ue Oct 13 11:35:12 ZUZU Page 1 ID:MeuWSJJTIbLiBnt7sPJJBkzX7XQ-U1750vxHOmCBPk79HuvfnGzaQjimNebUrU WmQMyTr49 -2-1-0 , 6-2-8 11-7-13 17-1-1 23-11-2 101-2 37-7-3 44-71 2-1-0 6-2-8 5-5-4 5-5-4 6-10-1 6-10-1 6-10-1 6-11-13 6.00 12 5x6 = 3x4 11 2 3 27 28 Scale = 1:78.8 3x8 = 5x6 = 3x10 = 3x6 = 3x8 = 3x4 II 4 29 30 531 32 33 6 734 35 36 8 37 938 39 10 40 41 42 11 43 44 45 12 46 23 47 48 22 49 50 21 51 20 52 19 53 54 18 56 57 58 16 15 59 60 61 14 62 63 64 13 65 ST1.5x8 STP = 3x8 = 3x6 = 3x10 = 3x6 = 3x8 =3x6 = 3x6 = 3x6 = 6-2-8 11-7-13 17-1-1 23-11-2 30-9-2 37-7-3 44-7-0 6-21 5-5-4 55-4 6-10-1 6-10-1 6-10-1 6-11-13 Plate Offsets (X,Y)— r3:0-3-0,0-2-0), [6:0-3-O,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/de0 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.17 16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.26 14-16 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.68 Horz(CT) 0.05 13 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-SH Weight: 473 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: OTHERS 2x4 SP No.2 *Except* 6-0-0 oc bracing: 21-22,19-21. 25-26: 2x4 SP No.3 WEBS 1 Row at midpt 8-19 REACTIONS. (size) 13=Mechanical, 19=0-4-0, 23=0-7-0 Max Horz 23=110(LC 5) Max Uplift 13=-661(LC 4), 19=1559(LC 5), 23=302(1_C 4) Max Grav 13=1487(LC 1). 19=3498(LC 20), 23=761(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-683/331, 4-5=683/331, 5-7=-1210/2722, 7-8=-1210/2722, 8-10=-3295/1459, 10-11=-3295/1459, 12-13=314/245, 2-23=-322/205 BOT CHORD 21-22=-387/166, 19-21=-387/166, 17-19=-629/1419, 16-17=-629/1419, 14-16=-1290/2912, 13-14=-1290/2912 WEBS 7-19=-609/463, 11-13=-3005/1331, 8-19=-4418/1959, 11-14=0/480, 8-17=0/447, .11-16=-181/410, 8-16=-888/2004, 10-16=-619/480, 3-23=-513/288, 5-19=2589/1172, 3-22=-231/589, 5-21=0/312, 4-22=539/421, 5-22=-531/1172 /111117111�� "x3") ��``P�.'� EFi P. F/��fj 2 ply truss to be connected together with 10d (0.131 nails as follows: Top follows: • E N �i� chords connected as 2x4 - 1 row at 0-9-0 oc. `�� V �G S+'• y �•••• Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. : •• V Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. N O 228$9 • �: 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: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., 'fl GCpi=0.18; MWFRS (envelope); cantilever left exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 ; 1 •, 0SA?F 5) Provide adequate drainage to prevent water ponding.6) All plates are 2x4 MT20 unless otherwise indicated.;R •• ��,�� 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • • • • •, `� ,�� s/ •�\ s/',10 8) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ��� ** N A' will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Walter R Finn PE No.22839 13=661, 19=1559, 23=302. MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: Continued on page 2 October 13,2020 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with M7ekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chard members only. Additional temporary and permanent bracing M iTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Avalon -Artisan T21569501 �492616 AH5 Half Hip Girder 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 13 11:38:12 2020 Page 2 ID:MeuWSJJTIbLiBnt7sPJJBkzX7XQ-U 1750vxH OmCBPk79HuvfnGzaQjim NebUrU WmQMyTr49 NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 82 Ib down and 106 Ib up at 1-11-12. 82 Ib down and 106 Ib up at 3-11-12, 82 Ib down and 106 Ib up at 5-11-12, 82 Ib down and 106 lb up at 7-11-12, 82 lb down and 106 Ib up at 9-11-12, 82 Ib down and 106 Ib up at 11-11-12, 82 Ib down and 106 Ib up at 13-11-12, 82 Ib down and 106 Ib up at 15-11-12, 82 Ib down and 106 Ib up at 17-11-12, 82 Ib down and 106 Ib up at 19-11-12, 82 Ib down and 106 Ib up at 21-11-12, 82 Ib down and 106 Ib up at 23-11-12, 82 Ib down and 106 Ib up at 25-11-12, 82 Ib down and 106 Ib up at 27-11-12, 82 Ib down and 106 Ib up at ' 29-11-12, B2 Ib down and 106 Ib up at 31-11-12, 82 Ib down and 106 Ib up at* 33-11-12, 82 Ib down and 106 Ib up at 35-11-12, 82 Ib down and 106 Ib up at 37-11-12, 82 Ib down and 106 Ib up at 39-11-12, and 82 Ib down and 106 Ib up at 41-11-12, and 81 Ib down and 109 Ib up at 43-11-12 on top chord, and 52 Ib down at 1-11-12, 52 Ib down at 3-11-12, 52 Ib down at 5-11-12, 52 Ib down at 7-11-12, 52 Ib down at 9-11-12, 52 Ib down at 11-11-12, 52 Ib down at 13-11-12, 52 Ib down at 15-11-12, 52 Ib down at 17-11-12, 52 Ib down at 19-11-12, 52 Ib down at 21-11-12, 52 Ib down at 23-11-12, 52 Ib down at 25-11-12, 52 Ib down at 27-11-12, 52 Ib down at 29-11-12, 52 Ib down at 31-11-12, 52 Ib down at 33-11-12, 52 Ib down at 35-11-12, 52 Ib down at 37-11-12, 52 Ib down at 39-11-12, and 52 Ib down at 41-11-12, and 63 Ib down at 43-11-12 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. . LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=70, 2-3=-70, 3-12=-70, 13-23=-20 Concentrated Loads (lb) Vert: 20=-26(F) 17=-26(F) 8=-45(F) 22=-26(F) 4=-45(F) 27=-45(F) 28=-45(F) 29=45(F) 30=-45(F) 31=-45(F) 32=-45(F) 33=-45(F) 34=-45(F) 35=45(F) 36=-45(F) 37=-45(F) 38=-45(F) 39=45(F) 40=45(F) 41=-45(F) 42=-45(F) 43=-45(F) 44=45(F) 45=-45(F) 46=-64(F) 47=-26(F) 48=-26(F) 49=26(F) 50=26(F) 51=-26(F) 52=-26(F) 53=-26(F) 54=-26(F) 55=26(F) 56=-26(F) 57=-26(F) 58=-26(F) 59=26(F) 60=-26(F) 61=-26(F) 62=-26(F) 63=-26(F) 64=-26(F) 65=-31(F) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall r� Ir building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ! VI iTek� is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569502 2492616 ' AH7 HALF HIP 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 13 11:38:14 2020 Page 1 ID:Meu WSJJTIbLiBnt7sPJJBkzX7XQ-QPErQbzXwNTve2HYPJx7th2?vWOjrXcm to?tUFyTr47 -2-0-0 1-3-0 3-0-0 10-1-1 11 -7 23-11-12 30-11-1 37-10-7 4411 2-0-0 3-0 1-9-0 7-1-1 6-11-5 6-11-5 6-11-5 6-11-5 6.00 12 6x8 = 8x10 i 4 5 27 48 = 4x6 = 4x8 = 4x6 = 6 7 8 9 10 1128 Scale = 1:80.3 5x6 = 12 4x6 = 22 21 20 19 18 17 16 15 14 13 3x4 11 5x8 = 4x4 = 4x6 = 4x8 = 4x6 _ 5x8 = 23-11-12 30-11-1 37-10-7 3xs II Id N LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rrP12014 CSI. TC 0.40 BC 0.62 WB 0.72 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(ILL) in (loc) I/deft Ud -0.24 17-18 >999 360 -0.54 17-18 >980 240 0.06 13 n/a n/a 0.30 17-18 >999 240 PLATES GRIP MT20 244/190 Weight: 636 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 5-9-13 cc purlins, 1-4: 2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. 2-23: 2x4 SP No.2, 3-22: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 25-26: 2x4 SP No.3 REACTIONS. (size) 13=Mechanical, 2=0-8-0 Max Horz 2=114(LC 12) Max Uplift 13=-683(LC 9), 2=-691(LC 9) Max Grav 13=1984(LC 1), 2=2165(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3866/1661, 3-4=-3055/1386, 4-5=4476/2256, 5-6=4474/2253, 6-8=-6474/3151 8-9=-6474/3151, 9-11=-3387/1672, 11-12=-3387/1672, 12-13=-1911/1026 BOT CHORD 2-23=-1313/3035, 3-23=-558/1331, 20-21=-712/1479, 18-20=-3002/6115, 17-18=-3002/6115, 15-17=2696/5563, 14-15=-2696/5563 WEBS 21-23=-1102/2228,4-23=-738/1643,4-21=-1600/905,4-20=-171213329,5-20=-543/473, 6-20=-1827/876, 6-18=0/281, 6-17=-199/400, 8-17=-485/369, 9-17=-507/1013, 9-15=01273, 9-14=2422/1181, 11-14=510/428, 12-14=-1851/3754 ��111111//1� • ,,,_t`,*•�j eR P NOTES `��, V P'•\G E iV S ••'V�,♦i 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: ,� V F••% ♦♦ Top chords connected as follows: 2x4 - 1 row at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 cc. No 22839 Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 cc. * :• Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. -.43�• S 1!j •� 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -2-1-7 to 11-5-8, Interior(1) 11-5-8 to 44-6-4 zone; cantilever left and right 0. �� ♦♦♦'�c�•• Q;� exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ♦j`'Sl •• R 1 Q ��,�� 5) Provide adequate drainage to prevent 9 `�,�� 6) All plates arewater 2x4 MT20 unless otherwise indicated. IS�O N A; ``��, 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Walter P. Finn PE No.22839 will fit between the bottom chord and any other members. MiTek USA, Inc. FL Cent 6634 9) Refer to girder(s) for truss to truss connections. 6904 Parke Fast Blvd. Tampa FL 33610 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Date: 13=683, 2=691. October 13,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage.. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPl1 Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569503 2492616 AH9 Half Hip 1 1 lJob Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 13 11:38:15 2020 Page 1 ID:MeuWSJJTIbLiBnt7sPJJBkzX7XQ-vboDew_9hhbmGCskyl SMPub3Awdbax5wXSkQ1 hyTr46 2-0-0 j-3-01 5-0-0 12-1'1-3 20-10-6 28-9-10 36 8-13 44-8-0 2-0-0 -3-0 3-9-0 7-11-3 7-11 3 7-11-3 7-11-3 7-11-3 M 2x4 6 5x6 = 6.00 12 2x4 I I 24 4 5 25 6 7 Scale = 1:82.9 3x4 = 9 10 26 11 5xS = 19 18 17 16 15 14 13 12 4x6 = 3x4 I 5x8 = 4x10 MT20HS = 4x10 MT20HS = 6x8 = 5-0-0 I9 N LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress ]nor YES Code FBC2017fTP12014 CSI. TC 0.88 BC 0.96 WB 0.96 Matrix-SH DEFL. in (loc) I/deft Ud Vert(LL) -0.32 15-17 >999 360 Vert(CT) -0.81 15-17 >652 240 Horz(CT) 0.15 12 n/a n/a Wind(LL) 0.39 15-17 >999 240 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 249 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-6: 2x4 SP No.1, 6-9: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP M 31 'Except* WEBS 1 Row at midpt 5-18, 8-13 2-20: 2x4 SP No.2, 3-19: 2x4 SP No.3, 14-16: 2x4 SP No.1 2 Rows at 1/3 pts 10-12 WEBS 2x4 SP No.3 *Except* 5-18,10-12: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 12=Mechanical, 2=0-8-0 Max Horz 2=166(LC 12) Max Uplift 12=-682(LC 9), 2=664(LC 9) Max Grav 12=1984(LC 1), 2=2165(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2902/1318, 3-4=-2539/1295, 4-5=-1885/964, 5-7=-4262/2123, 7-8=-4729/2291, 8-10=-3341/1605 BOT CHORD 2-20=-1187/2272, 3-20=-201/619, 17-18=-2064/3985, 15-17=-2436/4829, 13-15=-2228/4460,12-13=-1451/2877 WEBS 18-20=-1025/1986, 4-20=-349/598, 4-18=-83/479, 5-18=2450/1274, 5-17=-173/732, 7-17=-725/434, 8-15=-96/474, 8-13=-1409/803, 10-13=410/1162, 10-12=-3280/1655 NOTES- ,``,�{{{�{��!/���,, 1) Unbalanced roof live loads have been considered for this design. `�� �1 �•• �C, E /1/ s+ •• Y ��� F•••. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., V �� GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 5-0-0, Exterior(2) 5-0-0 to 13-5-13, ,, = No 22839 lmterior(1) 13-5-13 to 44-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 9 5) All plates are 3x6 MT20 unless otherwise indicated. �i �• 'q 0 F •�C/ 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' Q % a 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide%T[�•• • ( Q Q;� ����� will fit between the bottom chord and any other members. 4# �I sS� • • • • • 8) Refer to girder(s) for truss to truss connections. \ ��� O'{{���, 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 111111111110 12=682,2=664. Walter R'Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 �— :; WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf,MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569504 ?492616 ' AH11 Half Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 13 11:38:06 2020 Page 1 ID:MeuWSJJTIbLiBnt7sPJJBkzX7XQ-ftlglrtWpwS1 gpgOxeoFY?jUBIZTzsAbTY3SCiyTr4F -2-0-0 j-3 0 7-0-0 14-6-0 22-0-13 29-7-3 37-1-10 44-M 2-0-0 -3-0 5-9-0 7-6-6 7-6-6 7-6-0 7-6-6 7-6-6 Scale = 1:82.9 2x4 d 5x6 = 6.00 12 3x6 = 4x6 = 3x6 = 5 26 6 7 3x6 = 3x6 = 46 = 8 9 10 27 4x6 19 18 28 17 29 16 30 31 15 14 32 13 33 34 12 3x4 11 5x12 3x8 MT20HS = 3x6 = 4x6 = 6x8 = 7-0-0 16-0-B 3x6 = 25-10-0 3x8 MT20HS = 35-7-9 44-8-0 Plate Offsets (X,Y)— [3:0-5-3,Edge1, [4:0-4-0,0-2-81, [6:0-3-O,Edge1 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.33 15-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.75 15-16 >705 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.15 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.32 15-16 >999 240 Weight: 265 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 *Except* 12-14,14-17: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 12=Mechanical, 2=0-8-0 Max Harz 2=216(LC 12) Max Uplift 12=-681(LC 9), 2=-637(LC 9) Max Grav 12=1984(LC 1), 2=2165(LC 1) 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 5-18, 7-16, 8-13 2 Rows at 1/3 pts 10-12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2868/1421, 3-4=-2642/1569, 4-5=2071/1105, 5-7=3630/1842, 7-8=-3837/1879, 8-10=-2570/1259 BOT CHORD 2-20=-1418/2302, 3-20=-123/462, 16-18=-1823/3492, 15-16=-2026/3975, 13-15=-1798/3566,12-13=-1153/2267 WEBS 18-20=-1056/1983, 4-20=-469/458, 4-18=-125/634, 5-18=1815/926, 5-16=-95/625, 7-16=-493/279, 7-15=-246/263, 845=146/533, 8-13=-13561759, 10-13=: 425/1225, 10-12=-2800/1424 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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 7-0-0, Exterior(2) 7-0-0 to 15-5-13, Interior(1) 15-5-13 to 44-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Dumber 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) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=681, 2=637. ,IS11111//�� ER P, �� Q��. • ��I �* ��� �• �GENg /j/ 4*ii V Fes• �i No 22839 r'0: :.ccZ r � 53 :. OSA .F �ORI, O N Ak- 0���� Walter P. Finn PE No.22839 M[Tek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. '.;�• Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not ii�..���j` a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569505 , 492616 B Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 13 11:38:16 2020 Page 1 ID: Meu WSJJTIbLiBnt7sPJJ BkzX7XQ-NoMcrG_nS?jdtMRxWk_by68KtK?IJQ53m6UzZ7yTr45 7 8, 5-11-8 8-9-0 17-1-4 25-5-8 7-8 5-4-0 2-9-8 844 844 6.00 12 6x8 = iil 7x8 = 12 Scale = 1:43.8 2x4 II 10 9 7 6x8 = 4x4 2x4 II 6x8 = 3x8 = 25-5-8 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.44 BC 0.84 WB 0.78 Matrix-SH DEFL. in Vert(LL) -0.16 Vert(CT) -0.34 Horz(CT) 0.06 Wind(LL) 0.08 (loc) I/deft Ud 9-10 >999 360 9-10 >889 240 6 n/a n/a 7-9 >999 240 PLATES GRIP MT20 2441190 Weight: 159 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 4-4-15 oc purlins, 2-3: 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-10-15 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 4-9. 4-6. 2-10 1-10: 2x4 SP No.2 REACTIONS. (size) 6=Mechanical, 10=Mechanical Max Horz 10=70(LC 12) Max Uplift 6=-374(LC 9), 10=320(LC 8) Max Grav 6=1132(LC 1). 10=1132(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1670/853, 3-4=-1479/806 BOT CHORD 9-10=-955/1615, 7-9=-834/1538, 6-7=-834/1538 WEBS 3-9=-87/422, 4-7=0/343, 4-6=-1719/941, 2-10=-1781/975 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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-1-12 to 5-11-8, Interior(1) 5-11-8 to 8-9-0, Exterjor(2) 8-9-0 to 14-9-0, Interior(1) 14-9-0 to 25-3-12 zone; cantilever left for forces `�iII�11111//1� 16 and right exposed ;C-C members and & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ,%%% .� ER P F Pam........ 3) Provide adequate drainage to prevent water ponding. �� `�� V ., C E N '..• F••, 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� V 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide No 22839 will fit between the bottom chord and any other members. 6) = * �• Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=374, 10=320. '7J Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall �• building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PH Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss'Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569506 2492616 B1 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 1311:38:16 2020 Page 1 ID:MeuWSJJTIbLiBnt7sPJJBkzX7XQ-NoMcrG_nS7dtMRxWk by6BCpK2pJRe3m6Uz77yTr45 3-11-8 10-9-0 18-1-4 255-8 3-11-8 6-9-8 7-4-4 7-4-4 4x6 = Son 13 3x8 = 14 Scale = 1:44.4 3x4 11 11 10 9 8 15 7 16 6 3x6 II 3x8 = 3x4 = 3x8 = 2x4 II 6x8 = 25-5-8 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.95 BC 0.64 WB 0.74 Matrix-SH DEFL. in Vert(LL) -0.08 Vert(CT) -0.19 Horz(CT) 0.05 Wind(LL) 0.08 (loc) I/deft Lid 6-7 >999 360 8-10 >999 240 6 n/a n/a 8-10 >999 240 PLATES GRIP MT20 244/190 Weight: 148 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-15 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-6 REACTIONS. (size) 11=Mechanical, 6=Mechanical Max Horz 11=167(LC 12) Max Uplift 11=-288(LC 12), 6=376(LC 9) Max Grav 11=1132(LC 1), 6=1132(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-1098/576, 1-2=-1710/889, 2-3=-1551/779, 3-4=-1300/817 BOT CHORD 10-11=-266/111, 8-1 0=-1 18611770, 7-8=-662/1135, 6-7=662/1135 WEBS 1-10=-1021/1953, 2-10=-893/593, 2-8=497/384, 3-8=0/300, 4-7=0/320, 4-6=-1403/818 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-1-12 to 3-11-8, Interior(1) 3-11-8 to 10-9-0, Exterior(2) 10-9-0 to 16-9-0, Interior(1) 16-9-0 to 25-3-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for 10.0 bottom load `,t(11111111111 i�#.. a psf chord'live nonconcurrent with any other live loads. 4) • This has been designed ,`%% .� ER P R / truss for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide fit between �� `P� •,. • • • �j E 1V S+ •• ti �i� will the bottom chord and any other members, with BCDL = 10.Opsf. ,�� V �G V F•�••• 5) Refer to girder(s) for truss to truss connections. ; •• 10 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) No 22 839 0 f1=288,6=376. s10 N Al E Walter P. Finn PE No.22839 MITek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building, design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suge 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569507 3492616 ' B2 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 1311:38:17 2020 Page 1 ID:MeuWSJJTIbLiBnt7sPJJBkzX7XQ-r w_3c?QDIrUVV074SVgUJgSGkM42tsD?mDX5ayTr44 2-2-8 6-10-8 13-0-0 19-4-4 25-M 2-2-8 4-8-0 6-1-8 6-4-4 6AA 46 = 3x8 = 513 Scale = 1:46.9 2x4 11 3x6 II 4x12 = 4x6 = 3x8 = 2x4 II 6x8 = ST1.5x8 STP = 2-2-8 13-M 19-4-4 25-8-8 2-2-8 10-9-8 6-4A 6-4.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.29 9-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.63 9-11 >484 240 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Wind(LL) 0.08 9-11 >999 240 Weight: 156 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (size) 12=0-8-0, 7=Mechanical Max Harz 12=266(LC 12) Max Uplift 12=-297(LC 12), 7=378(LC 9) Max Grav 12=1144(LC 1), 7=1144(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1191/471, 1-2=-1859/713, 2-3=2272/919, 3-4=-1389/705, 4-5=-1151/733 BOT CHORD 11-12=-412/173, 9-11=-1213/1667, 8-9=-538/876, 7-8=-538/876 WEBS 1-11=-787/2127, 2-11 =-1 164/523, 3-11=-4/646, 3-9=-589/542, 4-9=0/287, 5-9=-284/409, 5-8=0/292, 5-7=-1254/770 Structural wood sheathing directly applied or 3-5-1 oc purlins, except end verticals. Rigid ceiling directly applied or 5-7-4 oc bracing. 1 Row at midpt 5-7 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-1-12 to 2-2-8, Interior(1) 2-2-8 to 13-0-0, Exterior(2) 13-0-0 to 19-0-0, Interior(1) 19-0-0 to 25-6-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) —This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 12=297, 7=378. IIII11111� `���� �-� ER P. F� �ii� No 228390 13 Al-�;�C? �. 111/1111IIt+�� Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not my a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan ' T21569508 2492616 B3 Half Hip 1 1 Job Reference (optional) Builders FlrstSource (Plant City, FL), Plant City, FL - 33557, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 13 11:38:18 2020 Page 1 ID: MeuWSJJTIbLiBnt7sPJJBkzX7XQ-JAUMGyO2_czK7fbJe903l XDav8gAnHBMDQz4dOyTr43 7-7-0 14-10-8 20-1 6 25-2-8 2 8 8 7-7-0 7-3-9 5-2-14 5-1-2 016-0 4x8 = 3x4 = 3x4 = 5x12 = 4x6 = 6.00 12 3x4 = 4x8 = 3 4 14 5 ST1.5x8 STP = 9 7 4x4 = 2x4 II 3x4 5x12 = 7-7-0 4x4 11 Scale: 3/16"=l' LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.79 BC 0.91 WB 1.00 Matrix-SH DEFL. in Vert(LL) -0.27 Vert(CT) -0.55 Horz(CT) 0.04 Wind(LL) 0.14 (loc) I/defl Lid 6-7 >999 360 6-7 >550 240 12 n/a n/a 1-9 >999 240 PLATES GRIP MT20 244/190 Weight: 168 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 5-6: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-0-5 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 2-7, 7-10 5-11: 2x6 SP No.2 REACTIONS. (size) 1=0-8-0, 12=Mechanical Max Horz 1=370(LC 12) Max Uplift 1=-296(LC 12), 12=357(LC 9) Max Grav 1=1139(LC 1). 12=1091(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1985/927, 2-3=-12121595, 3-4=970/646, 5-10=-536/936 BOT CHORD 1-9=-1231/1666, 7-9=-1231/1666 WEBS 2-9=0/293, 2-7=-785/653, 4-7=-235/411, 7-10=-541/700, 4-10=-967/650, 5-12=-1096/660 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-4-0 to 6-4-0, Interior(1) 6-4-0 to 14-10-8, Exterior(2) 14-10-8 to 23-4-5, Interior(1) 23-4-5 to 25-1-4 zone; cantilever left for and right exposed ;C-C members and forces & MWFRS for reactions shown; Lumber DOL=1.60 DOL=1.60 E Fj p �� plate grip 2) Provide adequate drainage to prevent water ponding. % Oy.1P•.•�EN•• tiil,�i � SF••••• ♦♦♦ 3) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. ,�� •�• V� 4) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide : No 22839 will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. �• * �' .• * = 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=296, 12=357. S A F : �/ •,�s's��i1VA �E��`�� nnl Walter R Rnn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd: Tampa FL 33610 Date: October 13,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall Val' building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569509 2492616 ' BH7 Roof Special Girder 1 1 Job Reference (optional) tsuuuers rlrstoource triani tiny, M), rlant Ony, t-L - 3d0u/, 6,4ZU s Aug ZO ZUZU MI I eK Industries, Inc. I us tJct 13 11:3R3 2U ZU2U rage 1 ID:MeuWSJJTIbLiBnt7sPJJBk7X7XQ-FZc6he21 WDD2Mzlila2X6ylx7xP_FETfhkSBiuyTr41 i 5-1-0 6-9-0 11-5-2 16-1-4 20-9-6 25-5-8 1-8-0 ' 4-8-2 4-8-2 4-8-2 4-8-2 Scale = 1:44.0 6.00 12 4x6 = 3x8 = 2x4 II 3x4 = 5x8 = 3x4 II II 4x6 = 3 16 17 4 18 19 5 20 6 721 22 23 8 15 24 25 26 14 - 27 13 28 12 29 30 1131 32 10 33 34 35 9 6x8 = 3x8 = 3x8 MT20HS = 2x4 11 5x8 = 2x4 11 6x8 = i 5-1-0 6-9-0 11-5-2 i 16-1-4 20-9-6 4-8-2 %5-8 4-8--2 4-8-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.15 11-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.35 11-12 >873 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(CT) 0.11 9 n/a n/a BCDL 10.0 Code FBC2017fTPI2014 Matrix-SH Wind(LL) 0.20 11-12 >999 240 Weight: 149 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins, BOT CHORD 2x4 SP M 31 `Except` except end verticals. 9-13: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-11-13 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-15, 7-9 REACTIONS. (size) 15=Mechanical, 9=Mechanical Max Horz 15=41(LC 8) Max Uplift 15=-807(LC 4), 9=916(LC 4) Max Grav 15=2050(LC 1), 9=2245(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3458/1357, 3-4=-3130/1239, 4-5=-3711/1503, 5-7=-3711/1503, 8-9=-271/189 BOT CHORD 14-15=-1247/3121, 12-14=1599/3940, 11-12=1599/3940, 10-11=-987/2420, 9-10=-987/2420 WEBS 2-15=-3464/1370, 3-14=-302/1090, 4-14=-1031/460, 4-12=0/313, 4-11=-288/135, 5-11=-580/408, 7-11=-648/1621, 7-10=0/398, 7-9=-3029/1235 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All are MT20 otherwise indicated. ``�I111111 plates plates unless 4) This truss has been designed ♦��, 'DER P F for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ; ♦ / gyp, , �i, 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ••,•.... ,�♦ � G E N S ' •. � F ••, will fit between the bottom chord and any other members. V �� 6) Refer to girder(s) for truss to truss connections. No 22839 •� 7) Rrovide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) „ * Z 15=807, 9=916. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 127 lb down and 164 lb up at 6-9-0, 127 lb down and 161 lb up at 8-5-12, 127 Ib down and 161 lb up at 10-5-12, 127 lb down and 161 lb up at 12-5-12, 127 lb 'fl down and 161 lb up at 14-5-12, 127 lb down and 161 lb up at 16-5-12, 127 lb down and 161 lb up at 18-5-12, 127 lb down and 161 •, O F 441 lb up at 20-5-12, and 127 lb down and 161 lb up at 22-5-12, and 129 lb down and 162 lb up at 24-5-12 on top chord, and 186 lb 0 ' �i,'�(•�•• Q;••\=,`� down and 86 lb up at 2-5-12, 127 lb down and 74 lb up at 4-5-12, 82 lb down at 6-5-12, 82 lb down at 8-5-12, 82 lb down at ( Q ••• 10-5-12, 82 lb down at 12-5-12, 82 lb down at 14-5-12, 82 lb down at 16-5-12, 82 lb down at 18-5-12, 82 lb down at 20-5-12, and �j`,s R `(j ♦♦ J# 82 lb down at 22-5-12, and 86 lb down at 24-5-12 on bottom chord. The design/selection of such connection device(s) is the ls/ �\ ♦♦♦ responsibility of others. 41111111111000 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Walter P. Finn PE No22839 LOAD CASE(S) Standard MiTek USA, Inc. FL Cer16634 6904 Parke East Blvd. Tampa FL 33610 Date: Continued on page 2 October 13,2020 WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing iw iTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569509 2'492616 BH7 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 13 11:38:20 2020 Page 2 ID:MeuWSJJTIbLiBnt7sPJJBkzX7XQ-FZc6he2l WDD2Mzlila2X6ylx7xP_FETfhkSBiuyTr41 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-3=70, 3-8=70, 9-15=-20 Concentrated Loads (lb) Vert: 3=-123(F) 6=123(F) 16=-123(F) 17=-123(F) 18=-123(F) 19=123(F) 20=-123(F) 21=-123(F) 22=-123(F) 23=-129(F) 24=-143(F) 25=127(F) 26=-52(F) 27=-52(F) 28=-52(F) 29=-52(F) 30=-52(F) 31=-52(F) 32=-52(F) 33=-52(F) 34=-52(F) 35=-54(F) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569510 ?492616 ' C Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 13 11:38:21 2020 Page 1 I D:Meu WSJJTIbLiBnt7sPJJBkzX7XQ-jl9Vu_2wHXLv_7JuJHZmf9r6oLn5_rUovO BkELyTr40 2 0 0 7-0-0 10-2-0 11 8-0 1'21 16 4-0 23-4-0 25.4-0 2-0-0 7-0-0 3-2-0 1-6-0 1-6-0 3-2-0 7-0-0 3x4 = 4x8 = 44 - 6 4x4 48 = Scale = 1:45.9 M d n 3x4 = '""" — 3x4 = 7-0-0 10-2-0 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017lrP12014 CSI. TC 0.75 BC 0.57 WB 0.13 Matrix-SH DEFL, in Vert(LL) -0.07 Vert(CT) -0.17 Horz(CT) 0.05 Wind(LL) 0.07 (loc) I/de0 L/d 2-14 >999 360 2-14 >999 240 9 n/a n/a 9-11 >999 240 PLATES GRIP MT20 244/190 Weight: 123 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-1 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-1 cc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-105(LC 10) Max Uplift 2=-349(LC 12), 9=-407(LC 13) Max Grav 2=1192(LC 1),9=1192(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-16461772, 3-4=-1591/926, 4-5=1489/870, 5-7=-1489/870, 7-8=-1591/926, 8-9=-16461772 BOT CHORD 2-14=-500/1350, 12-14=-497/1356, 11-12=-509/1356, 9-11=-510/1350 WEBS 3-14=0/270, 3-12=-211/339, 5-12=-304/287, 8-12=-211/294, 8-11=0/270 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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 11-8-0, Exterior(2) 7-0-0 to 13-1-9, Interior(1) 13-1-9 to 16-4-0, Exterior(2) 11-8-0 to 13-1-9, Interior(1) 16-4-0 to 25-5-7 zone; cantilever left and right exposed ;C-C for ,���ER P F �iee members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 �� ``Q�•,,. //y I, 3) Provide adequate drainage to prevent water ponding. % V G E /V 3 4) All plates are 2x4 MT20 unless otherwise indicated. V F•••, �� 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 22839 6) "-This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=349, 9=407. 13 C 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 3 OF 14/ �11in Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall p building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' iTe k• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/71711 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569511 2492616 r C1 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 13 11:38:22 2020 Page 1 ID: MeuWSJJTIbLiBnt7sPJJBkzX7XQ-Byjt6K3Y2rTmbHu4t?4?BNOIH14cjlGy82xlnnyTr4? -2-0-0 4-6-10 9-0-0 14 4-0 18-9-6 23�- _0 25-4 2-0-0 4-6-10 4-5-6 5-4-0 4-5 6 4-6-10 2-0-0 46 = 48 = Scale = 1:45.1 9-M 1441-0 23A-0 9-0-0 541-0 9-0-0 Plate Offsets (X,Y)-- [2:0-1-8,Edge), [5:0-5-4,0-2-01, [7:0-1-8,Edge), 110:0-2-4,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.16 7-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.33 7-9 >832 240 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.05 7 n/a We BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Wind(ILL) 0.07 9-10 >999 240 Weight: 125 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-6-8 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 `Except' 12-13,15-16: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Harz 2=-11 O(LC 10) Max Uplift 2=-343(LC 12), 7=343(LC 13) Max Grav 2=1192(LC 1), 7=1192(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1703/1054, 3-4=-1400/835, 4-5=1194/828, 5-6=-1400/835, 6-7=-1703/1054 BOT CHORD 2-10=-755/1435, 9-10=-428/1194, 7-9=777/1435 WEBS 3-10=-309/390, 4-10=-63/338, 5-9=-103/338, 6-9=-309/389 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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 9-0-0, Exterior(2) 9-0-0 to 23-0-0, Interior(1) 23-0-0 to 25-5-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ,��`P,�� •,.. F//L �I� 3) Provide adequate drainage to prevent water ponding. ,�� V �G E N S •• �i.0 4) All plates are 2x4 MT20 unless otherwise indicated. •• V F•••,• �� 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 22839 6) *-This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=343, 7=343. • S At - Walter R Finn PE No.22839 MlTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569512 2492616 ' C2 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 13 11:38:23 2020 Page 1 ID: M eu WS JJTIbLi B nt7sP JJ BkzX7XQ-g8H FJf4Ap8bd DQTH Q icEkawT19V iS hj5N igrJ DyTr4_ -2-0-0 5-4-13 11-0-0 12-4-0 17-11-3 23-4-0 254-0 2-0-0 5-4-13 5-7 3 1 4-0 5-7-3 5-4-13 2-0-0 Scale = 1:45.1 4x6 = 4x6 = 54-13 11-0-0 12-4-0 17-11-3 23-44 ' 54-13 5-7-3 1-4-0 5-7-3 5�-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.06 11-13 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.15 11-13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-SH Wind(LL) 0.07 9-10 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 15-16,18-19: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=130(LC 11) Max Uplift 2=-359(LC 12), 7=359(LC 13) Max Grav 2=1192(LC 1), 7=1192(LC 1) PLATES GRIP MT20 244/190 Weight: 130 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-11-12 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1741/954, 3-4=-1234/738, 4-5=-1026/728, 5-6=-1234/738, 6-7=-1741/954 BOT CHORD 2-13=-681/1460, 11-13=-681/1460, 10-11=-274/1026, 9-10=-706/1460, 7-9=-706/1460 WEBS 3-11=-522/482, 4-11=-167/308, 5-1 0=-1 67/308, 6-10=-522/482 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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 11-0-0, Extedor(2) 11-0-0 to 20-9-13, Interior(1) 20-9-13 to 25-5-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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. 6) -This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=359, 7=359. ,��--DER P. 4' No 22839 OF 1O N A O.'00 111111111104 Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not Itruss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent truckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes -Avalon-Artisan T21569513 2492616 C3 Common 5 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 1311:38:24 2020 Page 1 ID:MeuWSJJTIbLiBnt7sPJJBkzX7XQ-8KrdX?5pZSjUra2T Q7TGoTemYnFB98FcMQPggyTr3z -2-M 5-10-0 11-8-0 17-0-0 23-4-0 25 4-0 2-0-0 5-10-0 5-10-0 5-10-0 5-10-0 2-0-0 4x6 = 23-4-0 Scale = 1:44.4 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rfP12014 CSI. TC 0.70 BC 0.67 WB 0.33 Matrix-SH DEFL. in Vert(LL) -0.17 Vert(CT) -0.33 Horz(CT) 0.05 Wlnd(LL) 0.08 (loc) I/deft Ud 8-10 >999 360 8-10 >834 240 6 n/a n/a 8-10 >999 240 PLATES GRIP MT20 244/190 Weight: 119 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-15 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=-136(LC 10) Max Uplift 2=-364(LC 12), 6=364(1_13 13) Max Grav 2=1192(LC 1), 6=1192(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1719/860, 3-4=-1527/866, 4-5=-1527/866, 5-6=-1719/860 BOT CHORD 2-10=-570/1442, 8-10=-245/955, 6-8=-627/1439 WEBS 4-8=-320/592, 5-8=-343/393, 4-10=321/592, 3-10=-343/393 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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 11-8-0, Exterior(2) 11-8-0 to 17-6-14, Interior(1) 17-6-14 to 25-5-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 DOL=1.60 `�/II11 plate grip 3) All plates are 2x4 MT20 unless otherwise indicated. �� -(ER P, ♦ / �, , 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. • gip, ••,,....• ,�♦ �C E N,9 F 5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,� ; V • �� will fit between the bottom chord and any other members, with BCDL = IO.Opsf. No 22839 •� 6) provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) * 2=364, 6=364. a OF 'ice••' < � P.:;�`�: . �,Fs O R � C? ♦` 0NA % 11111111111100,6 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 r1eYi1 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty , Ply GHO Homes -Avalon-Artisan T21569514 7?492616 ' CGR1 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 1311:38:25 2020 Page 1 I D: Meu WS JJTIbLiB nt7sPJ J BkzX7XQ-cXP?kL5RKm rLSkdfY7ei p??n KyB uwajOgOAyM 6yTr3y 21-0 5-0-0 8-2-0 11 8-0 15 2-0 18 4-0 23-4-0 25-4-0 2-0-0 5-0-0 3-2-0 3 6 0 3-6-0 3-2-0 5-0-0 2-0-0 Scale = 1:49.6 2x4 d 3x4 = 3x8 i sxw li sxc = 3xlu II 3xB 11-8-0 15-2-0 18-4-0 23-4-0 2x4 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.78 BC 0.39 WB 0.43 Matrix-SH DEFL. in (loc) Udefl Ud Vert(LL) -0.15 12 >999 360 Vert(CT) -0.34 12-14 >810 240 Horz(CT) 0.06 9 n/a n/a Wind(LL) 0.19 12 >999 240 PLATES MT20 MT20HS Weight: 147 lb GRIP 2441190 1871143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-7-6 oc purlins. 3-8: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 8-7-5 oc bracing. BOT CHORD 2x6 SP M 26 JOINTS 1 Brace at Jt(s): 5 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-105(LC 25) Max Uplift 2=-839(LC 8), 9=-842(LC 9) Max Grav 2=2298(LC 1), 9=2258(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-4229/1546, 3-4=-4646/1718, 4-5=4362/1589, 5-7=-4362/1589, 7-8=-4646/1687, 4-6=-351/188, 6-7=-351/190, 8-9=-4147/1488 BOT CHORD 2-14=-1285/3671, 12-14=-1304/3738,11-12=-1213/3658, 9-11 =-1202/3600 WEBS 3-14=-334/1140, 3-12=-320/967, 5-12=-390/272, 8-12=-345/1053, 8-1 1=-189/1 000 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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS left Lumber DOL=1.60 (envelope); cantilever and right exposed ; plate grip DOL=1.60 3) 11rovide adequate drainage to water ���� Ep � ♦ / prevent ponding. 4) All plates are MT20 plates unless otherwise indicated. ..... ,•R ♦ �P •., ,�♦ �G E N S'• � �% • 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,� •• V 1 �� 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide = No 22839 will fit between the bottom chord and any other members. 0 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=839,9=842. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 85 lb down and 114 lb up at 0 •• OF 41/ 5-0-0, and 216 lb down and 241 lb up at 18-4-0 on top chord, and 252 lb down and 183 lb up at 5-0-0, 886 lb down and 252 lb up at . 0 �i,'�[�®• Q;••����� 5-10-12, and 886 lb down and 252 lb up at 17-5-4, and 180 lb down and 33 lb up at 18-3-4 on bottom chord. The design/selection • 4 0 R Q of such connection device(s) is the responsibility of others. I1 I • • �? ♦♦� 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ��I�S�O N A; LOAD CASE(S) Standard ';,,,�♦♦ 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Walter P. Finn PE No.22839 Uniform Loads (plf) MiTek USA, Inc. FL Cert 6634 Vert: 1-3=-70, 3-4=-70, 7-8=-70, 4-6=-70, 6-7=-70, 8-10=-70, 2-9=-20 6904 Parke East Blvd. Tampa FL 33610 Date: Continued on page 2 October 13,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11noll quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569514 2492616 CGR1 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MITek Industries, Inc. Tue Oct 13 11:35:25 2U20 Page 2 ID: MeuWSJJTIbLiBnt7sPJJBkzX7XQ-cXP?kL5RKmrLSkdfY7eip??nKyBuwajOgOAyM6yTr3y LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-45(F) 8=-120(F) 14=-191(F) 11=-46(F) 21=-886(F) 22=886(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall r building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUfP11 Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569515 2492616 CGR2 Common Girder 1 n L Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 13 11:38:27 2020 Page 1 ID: MeuWSJJTIbLiBnt7sPJJBkzX7XQ-YvXm917hsN53i2n2fYgAuQ57GmmnOMEhlJf3RyTr3w -2-0-0 5-0-15 8-8-12 11-8-0 14-7 4 18-3-1 23-0-0 25-4-0 2-0-0 5.0-15 ' 3-7-12 1 2-11-4 2-11 4 3-7-12 5-0-15 2-0-0 2x4 d 3x4 i 6xl2MT20HS i — con„ — rxo — -1. n 3x4 = 11-8-0 14-74 Scale = 1:48.6 ?x4 11 :6 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.81 BC 0.87 WB 0.95 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in ([cc) Udefi Lid -0.20 10-11 >999 360 -0.44 10-11 >615 240 0.13 8 n/a n/a 0.24 11 >999 240 PLATES MT20 MT20HS Weight: 346 lb GRIP 244/190 1871143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 2-10-9 cc purlins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 8-4-12 cc bracing. WEBS 2x4 SP No.3 *Except* 5-12: 2x4 SP No.1 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=133(LC 26) Max Uplift 2=-3012(LC 8.), 8=4087(LC 9) Max Grav 2=8506(LC 1), 8=10716(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-17254/6049, 3-4=-15572/5397, 4-5=-12919/4466, 5-6=-12881/4455, 6-7=-16004/5407,7-8=-19721/7062 BOT CHORD 2-14=-5357/15191, 13-14=5357/15191, 12-13=-4807/14095, 11-12=4769/14549, 10-11=-6151/17421, 8-10=6151/17421 WEBS 5-12=-3839/11146,6-12=-5287/1776,6-11=-1574/4964,7-11=-3545/1759, 7-10=-1826/4177,4-12=-4292/1650,4-13=-1512/4127,3-13=-1318/657,3-14=-791/2032 NOTES- ,%%,�,'CER P Fj�f,��fL, p ••� ' /4y 1) 2-ply truss to be connected together with 1Od (0.131"x3") nails as follows: ���` " G E /� S •••• Top chards connected as follows: 2x4 - 1 row at 0-4-0 cc. : •' V F �� Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 cc. No 22839 Webs connected as follows: 2x4 - 1 row at 0-7-0 oc, Except member 12-5 2x4 - 1 row at 0-9-0 cc, member 12-6 2x4 - 1 row at 0-9-0 6-11 oc, member 2x4 - 1 row at 0-9-0 oc, member 11-7 2x4 - 1 row at 0-9-0 cc, member 7-10 2x4 - 1 row at 0-9-0 cc, member 12-4 2x4 - 1 row at 0-9-0 cc, member 4-13 2x4 - 1 row at 0-9-0 oc, member 13-3 2x4 - 1 row at 0-9-0 cc, member 3-14 2x4 - 1 row at — 0-9-0 oc. r '� 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 '�3 �• S �(/ 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 Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; �� '� '• Q;•' �� ��j� ��'• R , •• gust) h=15ft; Cat. 11; Exp C; Encl., cantilever andexposed Lumber DOL=1.60 DOL=1.60 �� ��� right ; plate grip 5) AIICpiates si0 otherwseleft are MT 0 plates uNe); ind d. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Walter P. Finn PE 6.22839 will fit between the bottom chord and any other members. MiTek USA, Inc. FL Cert 6634 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 6904 Parke East Blvd. Tampa FL 33610 2=3012, 8=4087. Date: Continued on page 2 October 13,2020 A WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. '-=�• Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not F-C•�..:.JYCq a truss system. Before use, the building designer must verily the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHOHomes- Avalon -Artisan T21569515 1492616 CGR2 Common Girder 1 Job Reference (optional) Builders FlrstSOurce (Plant City, FL), Plant City, FL - 33561, t3.42U S AUg 25 2U2U MI I eK Inaustnes, Inc. 1 ue Uct 13 11:36:Li 'LULU Page L I D:MeuWSJJTIbLiBnt7sPJJ BkzX7XQ-YvXm917hsN53i2n2fYgAuQ57GmmnOMEhlJf3RyTr3w NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1467 lb down and 681 lb up at 5-1-8, 1964 lb down and 703 lb up at 7-1-8, 1964 lb down and 702 lb up at 9-0-12, 1964 lb down and 701 lb up at 11-0-12, 1964 lb down and 628 lb up at 13-0-12, 1986 lb down and 511 lb up at 15-0-12, 1988 lb down and 531 lb up at 17-0-12, and 1786 lb down and 1012 lb up at 19-0-12, and 1757 lb down and 990 lb up at 21-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) • Vert: 1-5=70, 5-9=70, 2-8=20 Concentrated Loads (lb) Vert: 14=-1467(B)21=-1964(B)22=-1964(B)23=-1964(B)24=-1964(B)25=1986(B)26=-1988(B)27=-1786(B)28=-1757(B) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not M� a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 ob Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan �4926116 ' T21569516 ' D Half Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 1311:38:28 2020 Page 1 I D: Meu WSJ JTIb LiBnt7sP J J BkzX7XQ-0648M N8JdhDwJ CM EDGB P RedKRA437vgq WzOczRyTr3v -2-M 2-8-0 5-2-7 8-0-0 13-4-0 2-0-0 2.8.0 2-0-7 2-9-9 5-4-0 1-8-0 4x8 = -8 23 6x8 = Scale: 3/8"=1' LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.66 BC 0.93 WB 0.55 Matrix-SH DEFL. in Vert(LL) -0.15 Vert(CT) -0.38 Horz(CT) 0.16 Wind(LL) 0.29 (loc) Udefl L/d 15 >999 360 15 >496 240 8 n/a n/a 15 >652 240 PLATES GRIP MT20 244/190 Weight: 103 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 `Except* TOP CHORD Structural wood sheathing directly applied or 5-4-1 oc purlins, 5-7: 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 3-12: 2x4 SP No.1, 11-17,6-10: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 8=0-8-0, 2=0-8-0 Max Horz 2=240(LC 12) Max Uplift 8=-215(LC 9), 2=-253(LC 12) Max Grav 8=714(LC 1), 2=900(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-411/0, 3-4=1643/1087, 4-5=-1055/662, 5-6=-447/333 BOT CHORD 3-14=-1203/1489, 13-14=-1203/1489, 6-9=-75/351, 8-9=-290/403 WEBS 5-13=-120/398, 5-9=-487/323, 6-8=-906/660, 9-13=-628/776, 4-14=-161/255, 4-13=-718/647 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS C-C Exterior(2) to 3-10-9, Interior(1) 3-10-9 Exterior(2) ,`%J11�i11/11. % (envelope) and -2-1-7 to 8-0-0, 8-0-0 to 15-10-4 zone; left � ER P, ` //�� cantilever and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL `Q,�\ C.E N S • ��'' 2) Provide adequate drainage to prevent water ponding. ♦♦,♦� ♦ V F•••• 3) All plates are 2x4 MT20 unless otherwise indicated. No 22 839 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. `This 5) truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide fit between the bottom will chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) "� = 8=215, 2=253. O �• OSA F :((/ OR1• Walter R Ann PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall�e building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi iTek' Is always required for stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHQ Homes -Avalon-Artisan ' T21569517 2492616 D1 Half Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 13 11:38:29 2020 Page 1 ID: MeuWSJJTIbLiBnt7sPJJBkzX7XQ-UleWaj9x0_MnxLxRnziezrAVBZQksM_ld89VtyTr3u -2 %O 2 8-0 10-0-0 13.4-0 15 0-0 , 16-0-0 2-0-0 2-8-0 2-0-7 4-11-9 3-4-0 1-8 0 1-0-0 4x8 = Scale = 1:34.1 3x4 = 1-11-8 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017frPI2014 CS1. TC 0.66 BC 0.91 WB 0.54 Matrix-SH DEFL. in Vert(LL) -0.15 Vert(CT) -0.37 Horz(CT) 0.16 Wind(LL) 0.29 (loc) Udefl Lid 15 >999 360 15 >509 240 8 rile n/a 15 >632 240 PLATES GRIP MT20 244/190 Weight: 107 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins, 5-7: 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-6-5 oc bracing. 3-12: 2x4 SP No.1, 11-17,6-10: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 8=0-8-0, 2=0-8-0 Max Horz 2=289(LC 12) Max Uplift 8=-21O(LC 9), 2=254(LC 12) Max Grav 8=714(LC 1), 2=900(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-411/0, 3-4=1711/1158, 4-5=-798/467 BOT CHORD 3-14=-1373/1565, 13-14=-1373/1565, 6-9=-214/402 WEBS 5-13=-93/349, 5-9=466/371, 6-8=-732/543, 4-14=-104/320, 4-13=1008/915, 9-13=-490/562 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., III I II II I IIJ111 4 zone; Antilevver left C for forces rrea rDOL, ER P• F�^I��,, and right exposed C members and & MWFRS for reactions shown; Lumber 1 60 plate grip DOL=1.60 ,��,,P�.-� . �. �L 2) Provide adequate drainage to prevent water ponding. ��� �pE1Vs•• ,� V F•••• �� 3) All plates are 2x4 MT20 unless otherwise indicated. No 22839 • •� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, • r * : * = 5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=210, 2=254. '. : O F ��i�s • • O R I • C? �� S 0 N Ak E 00 Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPi1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes -Avalon-Artisan T21569518 2492616 D2 Half Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 1311:38:30 2020 Page 1 ID:MeuWSJJTIbLiBnt7sPJJBkzX7XQ-zUCun39Z91UdZVVdLgE8W3jg?zm Nbta7_Htj2JyTr3t -2-0-0 21 5 6 10 8-4-12 12-0-0 13 40 , 15-0-0 ,16-M , 2-0-0 2-8-0 2-10-10 2-10-2 3-7-4 1-4-0 1-8-0 1-0-0 4x8 = 3x4 = Scale = 1:38.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.16 18 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.39 18 >479 240 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.16 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.30 18 >625 240 LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD 6-8: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 3-13: 2x4 SP No.1, 12-14,7-11: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 9=0-8-0, 2=0-8-0 Max Horz 2=339(LC 12) Max Uplift 9=-229(LC 12), 2=-250(LC 12) Max Grav 9=687(LC 1), 2=897(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-409/0, 3-4=-1576/961, 4-5=-978/587, 5-6=497/292 BOT CHORD 3-17=-1236/1427, 16-17=-1236/1427, 15-16=-710/818, 7-10=-338/450 WEBS 6-1 5=-1 91/336, 6-10=-421/354, 7-9=-612/489, 10-15=-315/381, 5-16=-253/412, 5-15=-561/508, 4-17=-143/299, 4-16=-762/624 PLATES GRIP MT20 244/190 Weight: 118 lb FT = 20% Structural wood sheathing directly applied or 5-5-5 oc purlins, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. Ii; Exp C; Encl., J'pCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 12-0-0, Exterior(2) 12-0-0 to 15-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are 2x4 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) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=229, 2=250. /1111111//�� "� ER P GEN No 22839 �0:• ' 1 OF :�� i nnl 41 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not - a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall i.Y■ building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for. stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569519 ,9492616 D3 Half Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 13 11:38:31 2020 Page 1 I D: Meu WS JJT I bLi B nt7sPJJ B kzX7XQ-Rgm H?PACwccUAf4puOI63G FnpN5u KETH Dxd GamyTr3s -2-0-0 2-8-0 5-11-8 8-0-0 9-12-0 13-4-0 0-0 15-0-0 16-0-0 2-0-0 2-8-0 3-3-8 2-0-8 1-10-0 3-6-0 -8-0 1-0.0 1-0.0 5x6 = 4x4 = 6.00 12 7 8 9 3-3-8 cn 6 d N Scale = 1:43.4 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.90 BC 0.99 WB 0.67 Matrix-SH DEFL. in Vert(LL) -0.14 Vert(CT) -0.36 Horz(CT) 0.14 Wind(LL) 0.27 (IDc) I/dell Lid 18 >999 360 18 >485 240 11 n/a n/a 18 >653 240 PLATES GRIP MT20 244/190 ' Weight: 126 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 1-5: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2 `Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 13-15,8-12: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 10=0-8-0, 2=0-8-0, 11=0-8-0 Max Horz 2=388(LC 12) Max Uplift 10=-1373(LC 1), 2=-169(LC 12), 11=-1025(LC 12) Max Grav 10=680(LC 12), 2=755(LC 1), 11=2202(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-362/0, 3-4=10311395, 4-6=-420/61, 6-7=416/241, 7-8=-185/277, B-9=-181/270, 9-10=-936/1406 BOT CHORD 3-17=-769/921, 16-17=-769/921 WEBS 9-11 =-1 324/888, 6-16=-266/375, 7-11=631/602, 7-16=-660/792, 4-17=-69/269, 4-16=-716/538 NOTES- 1 `,1�1111111//,��, ) Unbalanced roof live loads have been considered for this design. 0 ER P. I, 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; Cat. Il; Exp C; Encl., ��� ``P�.,....... F GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -2-1-7 to 3-10-9, Interior(1) 3 10-9 to 14-0.0, Exterior(2) 14-0-0 to 15-10-4 zone; ,�� V G ENS •• 'Y' �i� cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip V Fes••,• DOL=1.60 NO 22839 3) Provide adequate drainage to prevent water ponding. 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. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 'fl will fit between the bottom chord and any other members. �� S L41 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) .0 �''. �� 10=1373, 2=169, 11=1025. �j�T,[�'• O Q;• ,�� 8) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward ij`'s ••• R , . • `( j,`� movement at the bearings. Building designer must provide for uplift reactions indicated. WalterP. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall�e building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569520 2492616 D4 Monopitch 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 13 11:38:33 2020 Page 1 ID:Meu WSJJTIbLiBnt7sPJJBkzX7XQ-N3u1 Q4CSSDsCQzECOpnaBhLAABono9oZgF6NeeyTr3q -21-0 2 8 0 4-2-7 8-4-11 13-4-0 15-0-0 16-0-0 2-0-0 2-8 0 1 6-7 4-2-4 4-11-5 Scale = 1:45.3 0 m N LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.14 16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.34 16 >551 240 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.13 9 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Wind(LL) 0.25 16 >749 240 Weight: 119 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 5-0-4 oc purlins, 1-5: 2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 5-3-1 oc bracing. 3-13: 2x4 SP No.1, 12-18,7-11: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 9=0-8-0, 2=0-8-0 Max Horz 2=433(LC 12) Max Uplift 9=-320(LC 12). 2=214(LC 12) Max Grav 9=714(LC 1), 2=900(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-440/0, 3-4=-1899/747, 4-6=-1051/291, 6-7=-294/4 BOT CHORD 3-15=-1152/1823, 14-15=-1152/1823, 7-10=-159/417 WEBS 7-9=-760/676, 6-14=0/283, 10-14=-626/841, 6-10=-739/461, 4-15=-120/289, 4-14=-982/561 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., rCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 15-10-4 zone; cantilever left and right p F exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All 2x4 MT20 indicated. ,� PL•,. • • • E IV ' • • ti �i� b plates are unless otherwise ,�� C •� V F��•, �� 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide No 22839 will fit between the bottom chord and any other members. * �• 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=320, 2=214. .��,��. • O R `O % nni Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall r building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 213601 Tampa, FL 36610 T21569521 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MTek Industries, Inc. Tue Oct 13 11:38:34 2020 Page 1 ID:MeuWSJJTIbLiBnt7sPJJBkzX7XQ-rFSPdQC4DX 317pOaWlpgvtLsa7ZXdajvvrwB5yTrap 2-0-0 2 8-0 5-3 10 4-12 13 4-0 15 8-0 16rOT0 2-0 0 2-8-0 2-7-14 5-0.14 2-11 4 2-4-0 024 Scale = 1:47.1 4x4 = �' " d eb 19 21 5x12 = 0 dI06 N ob d 5-8-0 16-0.0 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.66 BC 0.93 WB 0.52 Matrix-SH DEFL. in Verl -0.15 Vert(CT) -0.39 Horz(CT) 0.17 Wlnd(LL) 0.28 (loc) I/deft Ud 13 >999 360 13 >486 240 21 n/a n/a 13 >661 240 PLATES GRIP MT20 244/190 Weight: 120 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 5-3-11 oc puriins. 1-5: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 *Except* 3-10: 2x4 SP No.1, 9-15,7-8: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 7-20: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 21=Mechanical Max Horz 2=422(LC 12) Max Uplift 2=-221(LC 12), 21=293(LC 12) Max Grav 2=904(LC 1), 21=680(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-436/0, 3-4=-1647/719, 4-6=-784/245 BOT CHORD 3-12=-1129/1530, 11-12=-112911530, 7-19=-350/546 WEBS 6-11=-21/375, 11-19=-526/524, 6-19=-674/539, 4-12=-79/317, 4-11=-967/649, 7-21=-683/538 NOTES- 1 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., ER p F i��� GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 15-4-12 zone; cantilever left and right �� `Q.�� //� F exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ,�� V . '�C E 1V S* •• �i/ 2) All plates are 2x4 MT20 unless otherwise indicated. ,� • V •••.• �j 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 22839 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. * •� 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) °b = 2=221, 21=293. : � �.• OF IJJ • 400 R I jinn{{{ Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with Mi rek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall p �� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569522 2492616 D6 Jack -Closed 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 13 11:38:35 2020 Page 1 ID:M eu WSJ JT I bLiBnt7sPJJ BkzX7XQ-JSOngm D i_g6wf H Oa7Ep2 D6QUm_Yj G?Ys7Zb Uj XyTr3o 2 7-10-0 15-8-0 1 0 2-0-0-0-0 40 7-10-0 7-10-0 024 2x4 d 3x4 = sx9 — zxq u 6 6 5x12 = 0 0 N Scale = 1:47.1 7-10-0 7-10-0 15-8-0 7-10-0 16r0,0 024 Plate Offsets (X,Y)— [2:0-2-0,Edge), [3:0-4-0,0-3-0), [10:0-5-12,0-2-0j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.07 5-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.16 2-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.01 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.06 2-6 >999 240 Weight: 111 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 4-5: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 4-10: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=Mechanical Max Horz 2=422(LC 12) Max Uplift 2=-229(LC 12), 11=313(1_C 12) Max Grav 2=887(LC 1), 11=641(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1008/242 BOT CHORD 2-6=-643/794, 4-10=-282/450 WEBS 6-10=-678/796, 3-10=-741/572, 4-11=-645/563 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-3-6 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 15-4-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5)'Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=229, 11=313. .�*,E•N No 22839 40 e" N A� Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall Inv ff building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//TPII Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite = Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569523 A92616 DGR Monopitch Girder 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 1311:38:36 2020 Page 1 I D:McUWSJJTIbLIBnt7sPJJBkzX7XQ-neZA26EKIBEnHQznhxLHmKzn1 OtH7S 10MDK1 FzyTr3n -- -2•0•0 4-9-8 te8-12 , 15-8-o ts-a-a 2.0.0 1 4-9.8 5-11-4 4-11-4 2x4 3x12 MT20HS 2x4 11 — 7 16 MT20HS = Scale = 1:54.2 4x4 = 3x8 II 7x8 = 6x8 II 16-8-8 4-941 10-8-12 154-0 1 49-8 5.11-4 4-7-4 0-4 1-0-8 Plate Offsets (X,Y)— [2:0-2-4,Edge], [6:0-2-8 0-1-8] [8:Edge 0-3-12] [9:1-1-0,0-5-0] [11:0-4-8,0-3-0], [12:0-1-8 0-4-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.10 12-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.22 12-13 >796 240 MT20HS 1871143 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(CT) 0.02 11 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-SH Wind(LL) 0.13 12-13 >999 240 Weight: 316 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-2 oc purlins, BOT CHORD 2x6 SP M 26 *Except* except end verticals. B-9: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* 6-11: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=04-0 Max Horz 2=450(LC 23) Max Uplift 2=-942(LC 8), 11=2744(LC 8) Max Grav 2=2799(LC 1), 11=6962(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5736/1899, 3-5=-3113/921 BOT CHORD 2-13=-2020/5001, 12-13=-2020/5001, 11-12=-1368/553, 8-9=-251/117 WEBS 3-13=-674/1864, 3-12=-2467/1061, 5-12=-1048/3068, 9-12=-172614434, 5-9=-3511/1359, 6-8=-422/910, 9-11=-6803/2752, 6-9=2210/927 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: chords connected follows: 2x4 1 0-5-0 Top as - row at oc. Bottom Ef3 P chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. ,�P�'( ......... �G E + •• '�i� 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 ,♦♦ ♦♦ •• V F•••.• �� ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. No 22839 • 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., * �• GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) �iO'�••• Q Q;•• ���� ••. 2=942, 11=2744. Is R, ,. �♦ other connectionsufficient concentrated 8) 1j4-11-4 2 lb down 5,O N AV- E �`�� on t pcho d nd 2225 lbIdo(wn andshall 36 lb up at 7-0-12, 1112 Ib down and 394lb up at( 9-0- 2 lb down and 396 lb up at 11-0-12, and 1124 lb down and 398 lb up at 13-012, and 1528 lb down and 718 lb up at 16-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Walter R Finn PE No.22839 MlTek USA, Inc. FL Cert 6634 LOAD CASE(S) Standard 6904 Parke East Blvd. Tampa FL 33610 Date: Continued on page 2 October 13,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify, the applicability of design parameters and properly incorporate this design into the overall HV Z• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire �• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPN Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569523 2492616 DGR Monopitch Girder 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 1311:38:36 2020 Page 2 ID:MeuWSJJTIbLiBnt7sPJJBkzX7XQ-neZA26EKIBEnHQznhxLHmKzn10tH7S1 OMDK1 FzyTr3n LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=70, 2-10=20, 8-9=20 ' Concentrated Loads (lb) Vert: 6=-1021(B) 17=2225(B) 18=-1112(B) 19=-1112(B) 20=-1124(B) 21=-1528(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569524 2492616 DH2 Half Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 13 11:38:37 2020 Page 1 I D: M eu WS JJTIbLiB nt7s PJJ BkzX7XQ-Fg7Y F SFyWS MeuaYzFes W IXVu2oHh k239bt4bn PyTr3m -2-0-0 3-M 6-0-0 10-7-4 15-0-0 16-M 2-0-0 3-M 3-0-0 4-7-4 4 4-12 4x8 = 2x4 10-7.4 4x4 = 15-0-0 2x4 11 3x4 = Scale = 1:33.4 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.54 BC 0.39 WB 0.28 Matrix-SH DEFL, in (loc) Udefl Ud Vert(LL) -0.03 2-11 >999 360 Vert(CT) -0.08 2-11 >999 240 Horz(CT) 0.01 7 n/a n/a Wlnd(LL) 0.03 2-11 >999 240 PLATES GRIP MT20 244/190 Weight: 91 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 5-9: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 7=0-8-0, 2=0-8-0 Max Horz 2=191(LC 26) Max Uplift 7=-335(LC 5), 2=281(LC 8) Max Grav 7=630(LC 35), 2=824(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-908/322, 3-4=718/373, 4-5=-549/299, 5-6=-509/274, 6-7=525/280 BOT CHORD 2-11=-323/709, 10-11=-322/714 WEBS 4-10=-301/221, 8-10=-397/756, 6-8=-376/696 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf;.BCDL=5.Opsf; h=15ft; Cat. II; Exp C;.Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)•This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed %% �R P F//� ��j for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide fit between bottom ♦�� ``p.�� , .. • E 2 �i� will the chord and any other members. ♦♦� V ,. �(, N s+'• V F•••, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) ♦ 7=335, 2=281. No 22839 • 67 Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 98 lb down and 90 lb up at 6-0-0 on top chord, and 53 lb down and 44 lb up at 8-0-12, 53 lb down and 44 lb up at 10-0-12, 53 lb down and 44 lb up at 12-0-12, and 53 lb down and 44 lb up at 14-0-12, and 58 lb down and 33 lb up at 15-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). •,Tq 0 F LOAD CASE(S) ���T••• Q�.'\�♦♦♦ Standard R, Q 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 �j� �♦ Uniform Loads plo Vert: 1(3=-70, 3-6=-70, 2-9=-20, 7-8=-20 Concentrated Loads (lb) 11111 Vert: 3=39(F) 7=18(F) 15=29(F) 16=29(F) 17=29(F) 18=29(F) Walter P. Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPIi quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply GHO Homes -Avalon-Artisan T21569525 492616 FF1 Flat Girder 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 1311:38:38 2020 Page 1 ID: MeuWSJJTIbLiBnt7sPJJBk7X7XQ-k1 hwToGbGIUV Wk79pMN Irl21 uCdxTSgJgXp8KsyTr31 2-6-0 5-0-0 , 2-6-0 - 2-6-0 Scale = 1:10.6 2x4 II 3x4 = 4x4 = 2x4 II 3x4 = ST1 5x8 STP = 2-6-0 i 5-0-0 i 2-6-0 2-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.01 5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.03 5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.51 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Wind(LL) 0.01 5 >999 240 Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 6=0-8-0, 4=Mechanical Max Uplift 6=-296(LC 4), 4=-232(LC 4) Max Grav 6=1067(LC 1), 4=906(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-487/158, 2-3=1214/317, 3-4=862/234 BOT CHORD 5-6=-317/1214 WEBS 2-5=-530/183, 3-5=346/1328, 2-6=13281346 Structural wood sheathing directly applied or 4-3-12 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of.20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=296,4=232. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 626 lb down and 211 lb up at 0-8-12, and 458 lb down and 142 lb up at 2-8-12, and 465 lb down and 142 lb up at 4-0-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-6=-20 Concentrated Loads (lb) Vert: 2=-458 7=-626 8=-465 R P ,, F�ti No 22839 'fl Lr ss,O N A _ E�G �. 111 11 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must vedfy the applicability of design parameters and properly Incorporate this design into the overall p� building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' iTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PIi Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes -Avalon-Artisan T21569526 � 2492616 HJ32 Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 13 11:38:39 2020 Page 1 ID:Meu WSJJTIbLiBnt7sPJJBkzX7XQ-CDFlg8GD13cM8uiMM3u_NybAvb?KCOzS2BZhslyTr3k -2-9-15 2-9-15 Scale = 1:17.9 2x4 II 0-)-1,2 1-7-2 , 3-8-8 , 0- -12 1-5-6 Plate Offsets (X Y)-- [2:0-5-5,0-1-11, [6:0-1-12 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.00 2-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.31 Vert(CT) 0.01 2-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R WmcI(LL) -0.01 2-7 >999 240 Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-8 cc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 2-6: 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. All bearings 1-10-10 except (jt=length) 4=Mechanical, 7=0-3-8. (lb) - Max Horz 2=136(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 4 except 2=-421(LC 4), 7=-406(LC 19) Max Grav All reactions 250 lb or less atjoint(s) 4 except 2=476(LC 1), 2=476(LC 1), 7=366(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 cc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ; This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ��� ER P ,S will fit between the bottom chord and any other members. �>` `P.�. •�C E iV ••. �i� 6) Lumber designated with a'P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where V F •• �� used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion No 22839 protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this * �� design. Building designer to verify suitability of this product for its intended use. 7) Refer to girder(s) for truss to truss connections. 8) Provide truss to bearing 100 lb 4 mechanical connection (by others) of plate capable of withstanding uplift at joint(s) except (jt=lb) 2=421,7=406. i •, ' OF 44/ 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 169 lb up at •. ��/ �i�'�, Q:• 1-4-15, and 100 lb down and 169 lb up at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the �••. Q ibility of others. eInthesLOAD ��O ��, 10) CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). N A1- E�%` ,,ill1111 0 00 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Walter P. Finn PE ND.22839 Uniform Loads (plf) MiTek USA, Inc. FL Cert 6634 Vert: 1-3=-70, 2-6=-20, 4-5=20 6904 Parke East Blvd. Tampa FL 33610 Date: Continued on page 2 October 13,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall r building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Avalon -Artisan T21569526 2492616 HJ32 Diagonal Hip Girder 2 1 Job Reference (optional) tsuuaers virstAource (rlant cny, t-L), rlant Gt[y, t-l- - 33bb/, 8.42U s Aug 25 2020 Mil ek Industries, Inc. Tue Oct 13 11:38:39 2020 Page 2 I D: Meu WS JJTI bLi Bnt7sP JJ BkzX7XQ-CD F Ig BGD 13cM BuiMM3u_NybAvb?KCOzS2BZhslyTr3k LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=166(F=83, B=83) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/1912020 BEFORE USE. ° Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not Mal a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569527 2492616 HJ33 Diagonal Hip Girder 1 1 Job Reference (optional) tiunaers hlrstSoufce (Plant Gny, t-L), Plant arty, FL - 33bb/, 2-9-15 8.42U s Aug 25 2020 MI I eK Industries, Inc. Tue UCt 13 11:38:40 2020 Page 1 I D:MeuWSJJTIbLiBnt7sPJJBkzX7XQ-gPpguUHroNkDl2GYwnPDwA7Sq?L2xTDbHrIFOkyTr3j 3-8-8 3-8-8 0-9-10 348-8 0210 2-10-14 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.03 2-4 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(CT) 0.03 2-4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD BOT CHORD 2x4 SP M 31 BOT CHORD OTHERS 2x4 SP No.2 REACTIONS. All bearings Mechanical except Ut=length) 2=0-8-0, 2=0-8-0. (lb) - Max Horz 2=138(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 3, 4 except 2=-433(LC 4) Max Grav All reactions 250 lb or less at joint(s) 3, 4 except 2=407(LC 35), 2=377(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -Ali forces 250 (lb) or less except when shown. Scale = 1:14.1 PLATES GRIP MT20 244/190 Weight: 21 lb FT = 20% Structural wood sheathing directly applied or 3-8-8 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.1 B; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) ,Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=433. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 169 lb up at 1-4-15, and 100 lb down and 169 lb up at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9)'In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 2-4=20 Concentrated Loads (lb) Vert: 8=166(F=83, B=83) �6EN3 No 22839 TFt OF ���s`S�O N A� E���`• Walter P. Rnn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. �� Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan � T21569528 2492616 HJ71 Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 13 11:38:412020 Page 1 ID: MeuWSJJTIbLiBnt7sPJJBk7X7XQ-8cN25pITZgs4NCrkUUwSTNgcLPgJgwSIWV2oxByTr3i -2-9-15 3-6-1 7-0-2 2-9-15 3-6-1 3-6-1 Scale = 1:19.7 �0-99-12 -12 7-0-2 0-6-2-6 Plate Offsets (X,Y)-- [2:0-0-9,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.19 2-4 >414 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.22 2-4 >356 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 rile n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-SH Weight: 32 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings Mechanical except Qt=length) 2=0-8-0, 2=0-8-0. (lb) - Max Horz 2=195(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 4 except 3=-133(LC 8), 2=-462(LC 4) Max Grav All reactions 250 lb or less atjoint(s) 3, 4 except 2=551(LC 35), 2=447(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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=133, 2=462. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 169 lb up at 1-4-15, 100 lb down and 169 lb up at 1-4-15, and 73 lb down and 33 lb up at 4-2-15, and 73 lb down and 33 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 2-4=-20 Concentrated Loads (lb) Vert: 8=166(F=83, B=83) 9=-12(F=-6, B=-6) ER ,p, F ���. J�� P*' • G E N /4, ♦i No 22839 a-0t :CC OF*441 ♦I is '%. ..• .,�"1 51 �. N A111111 ' Walter R'Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 -- :. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building.designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes -Avalon-Artisan � T21569529 A92616 1 Common 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 13 11:38:42 2020 Page 1 ID:MeuWSJJTIbLiBnt7sPJJBkzX7XQ-coxRJ9J5K x?LQw2CRh?bDiOpzzPMkuk9nMTdyTr3h -2-0-0 6-3-0 12-M , 14-M , 2-0-0 6-3-0 6-3-0 2-M 4x6 = 3 Scale = 1:29.5 M I� d 6-3-0 12-6-0 6-3-0 6-3-0 Plate Offsets (X,Y)— [2:0-2-10,0-1-8),[4:0-2-10,0-1-8) LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.13 4-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.06 4-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 59 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-1-3 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 4=0-8-0 Max Horz 2=83(LC 11) Max Uplift 2=-303(LC 8), 4=303(LC 9) Max Grav 2=704(LC 1), 4=704(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-662/1057, 3-4=-662/1057 BOT CHORD 2-6=-701/491, 4-6=701/491 WEBS 3-6=-572/272 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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 6-3-0, Exterior(2) 6-3-0 to 12-2-0, Interior(1) 12-2-0 to 14-7-7 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & for Lumber DOL=1.60 �J%J1 1111111111 VWFRS reactions shown; plate grip DOL=1.60 �% F//� ��j�, 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' ,�� `P.�� ,. ••., r, E IV 4) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide fit between bottom `� V �G S+'• V F•••, �� Will the chord and any other members. �� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) No 22839 2=303, 4=303. Z OF J*e,� N AII E %% � Walter P.-Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not bat a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply GHO Homes -Avalon-Artisan • T21569530 2492616 11 Common 1 1 Job Reference (optional) tsullcers rirstbource (viant tarty, t-L), Viant t;iry, I-L - 33bbt, 8.420 s Aug 25 2020 MITeK Industries, Inc. Tue Oct 13 11:38:43 2020 Page 1 I D: M eu WSJJTIbLiBnt7sPJJ B kzX7XQ-4_UpWV Jj516ndV?7bvzwYoltODHi8hm2zpXv?3yTfdg 6-3-0 12-6-0 14-6-0 ' 6-3-0 6-3-0 2-0-0 4x6 = 3x6 6-3-0 10-11-0 1 -3- 12-6-0 6-3-0 4-8-0 - 1-3-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 TCDL 15.0 Lumber DOL 1.25 BC 0.61 BCLL 0.0 Rep Stress Incr YES WB 0.59 BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=0-8-1, 6=0-8-0 Max Horz 1=-97(LC 13) Max Uplift 1=-218(LC 9), 6=345(LC 9) Max Grav 1=428(LC 1), 6=815(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-513/877, 2-3=484/907, 3-4=-903/520 BOT CHORD 1-7=-584/369, 6-7=421/961, 4-6=-421/961 WEBS 3-6=-807/1223, 2-7=-386/162, 3-7=1374/799 DEFL. in (loc) Udefl Lid Vert(LL) 0.17 1-7 >742 240 Vert(CT) -0.10 1-7 >999 240 Horz(CT) 0.00 6 We n/a Scale = 1:26.0 PLATES GRIP MT20 244/190 Weight: 59 lb, FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-9-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-11-2 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-4-0 to 12-6-0, Interior(1) 12-6-0 to 14-7-7 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip ,QOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)_Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=218,6=345. /11111111/�� ER P. R No 22839 S A F :�441 '�. N 111111A� Ec1,%�� Walter R Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 A WARNING -Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6t1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building des-ner must verify the applicability of design parameters and properly Incorporate this design into the overall r building design. Bracing Indicated is to prev, rey nt buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ITek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply GHO Homes -Avalon-Artisan T21569531 2492616 12 Common 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 2-0-0 M d 2x4 6-3-0 6-3-0 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 1311:38:43 2020 Page 1 I D: M e u W S J J T I b L i B nt7 s P J J B kzX7XQ-4_U pV W Jj 516 nd V?7 bvzwYolw U D KP 8 kF2z pXv?3yTr3g 12-6-0 14-6-0 , 4x4 = 3x6 11 3x6 11 Scale = 1:29.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.03 8-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.02 8-9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.01 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 74 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 10=0-8-0, 8=0-8-0 Max Horz 10=83(LC 11) Max Uplift 10=-311(LC 8). 8=-301(LC 9) Max Grav 10=724(LC 1), 8=698(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-889/522, 3-4=-254/446, 4-5=-257/451, 5-6=-818/483 BOT CHORD 2-10=-424/955, 9-10=-424/910, 8-9=-385/882, 6-8=-385/882 WEBS 3-10=-684/1052, 5-8=-660/998, 3-9=-1067/595, 5-9=-994/553 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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11: Exp.C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 6-3-0, Exterior(2) 6-3-0 to 12-6-0, cto 14-7-7 zone; and right exposed ; rch left and right exposed;C-C for members and forces & cantilever I1 S tions 60 plate grip DOL=1.60eft MtWFRfor? reactions shown; Lumber DOL % ,,�R P. F//�w��""�j� 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' %% • • • • • E N •'. 4) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,� V G S t/ i� will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) No 22839 : •SOT. P ; �� •,�S'S�� N A � E��`�� nn� Walter P.Tinn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan y T21569532 2492616 13 Common 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 13 11:38:44 2020 Page 1 I D: M eu WSJ JTIbLiB nt7s P J J BkzX7XQ-YB2Bj rKLsbEeEfaJ9d U94015DcgetAH BCTGSXVyTr3f 6-3-0 12-6-0 14.6-0 6-3-0 6-3-0 2-0-0 Scale = 1:26.0 4x4 = 3x6 11 3x6 11 �1-5 0 i-9 q 6-3-0 10-11-0 11-3-Q 12-0-0 1-5-0 -4- 4.6-0 11 4-8-0 -4- 1-3-0 Plate Offsets (X,Y)-- [1:0-1-4,0-0-2], [5:0-0-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.03 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.02 7-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-SH Weight: 66 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 9=0-8-0, 7=0-8-0 Max Horz 9=-97(LC 13) Max Uplift 9=-223(LC 8), 7=-314(LC 9) Max Grav 9=530(LC 1), 7=744(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-330/619, 3-4=-334/617, 4-5=-817/482 BOT CHORD 7-8=-384/881, 577=384/881 WEBS 2-9=-453/682, 4-7=706/1026, 2-8=373/220, 4-8=-1036/621 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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 12-6-0, Interior(1) 12-6-0 to 14-7-7 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip ,,�1111111111�� .DOL=1.60 3) This has been ,,�� -DER P truss designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for live load 20.Opsf , ,��` A�.,... "**EN V E N �i� a of on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,�� 5+'•,� y will fit between the bottom chord and any other members. 5).Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ut=lb) No 22839 9=223,7=314. TA OF :�[t/` �i4# .. Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �® a truss system. Before use, the building designer must vedly the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TIP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes -Avalon-Artisan • T21569533 2492616 IGE Common Supported Gable 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 13 11:38:45 2020 Page 1 ID: MeuWSJJTIbLiBnt7sPJJ BkzX7XQ-ONcZxBL_dvNVsp9VjK70dDgDO03dchsKR7004yyTr3e -2-0-0 6-3-0 12-6-0 14:g 2-0-0 6-3-0 6-3-0 2-0-0 Scale = 1:27.1 3x4 = 12-0-0 12-M Plate Offsets (X,Y)— [2:0-2-0,Edge), [4:0-2-0,Edge), [6:0-2-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.02 7 n/r 120 MT20 244/190 TOOL 15.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.04 7 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 61 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 *Except* 3-9,5-8: 2x4 SP No.3 REACTIONS. All bearings 12-6-0 (lb) - Max Horz 2=83(LC 11) Max Uplift All uplift 100 lb or less at joints) except 2=-114(LC 12), 6=-117(LC 13), 9=-139(LC 12), 8=-136(LC 13) Max Grav All reactions 250 lb or less at joint(s) except 2=380(LC 1), 6=380(LC 1), 9=331(LC 1), 8=331(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 2-9=-69/406, 8-9=-69/406, 6-8=-69/406 WEBS 3-9=-272/558, 5-8=-274/559 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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -2-1-7 to 3-10-9, Exterior(2) 3-10-9 to 6-3-0, Comer(3) 6-3-0 to 12-6-0, Exterior(2) 12-6-0 to 14-7-7 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & ,VIWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5).Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-13 treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 2, 117 lb uplift at joint 6, 139 lb uplift at joint 9 and 136 lb uplift at joint B. ,%``��1111111///j�,, IER • P' �.�GEN34$ No 22839 :13': VS3A F . �Z 111N A 1111111110 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall r ■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI17'Pi1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Avalon -Artisan ' T21569534 2492616 J1 Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 13 11:38:46 2020 Page 1 ID:MeuWSJJTIbLiBnt7sPJJBkzX7XQ-VZAx8XMcODVMUzkiG1 WdARNYdQSwLAiUfnlZcOyTr3d 1-10-8 1-10-8 T9-12 Scale = 1:9.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 1 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 1-3 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-P Weight: 6 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=Mechanical, 1=0-1-8, 3=Mechanical Max Horz 2=48(LC 12) Max Uplift 2=-25(LC 12), 1=-56(LC 9), 3=-22(LC 8) Max Grav 2=65(LC 1), 1=83(LC 1), 3=37(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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 2, 56 lb uplift at joint 1 and 22 lb uplift at joint 3. a 01111111111�1Fi R P' F/ t�i No 22839 OF :41U: S,ONA111 E���� Walter R Finn PE.No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II-7473 rev. 5/19/2020 BEFORE USE. ` Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Pa Parke East Blvd. rk Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 3ast Tampa, Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan ' T21569535 2492616 AA Jack -Open 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 13 11:38:47 2020 Page 1 ID:MeuWSJJTIbLiBnt7sPJJBkzX7XQ-zlkKMtME9WdD57Jugl1 siewbtgn94dxduRV68gyTf3c -2-0-0 1-10-8 2-0.0 1-10.8 Scale = 1:12.5 1-9-12 1-9-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.00 2 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a We BCDL 10.0 Code FBC2017rrPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-1-8, 4=Mechanical Max Horz 3=88(LC 12) Max Uplift 3=-21(LC 1), 2=-177(LC 12), 4=-22(LC 8) Max Grav 3=68(LC 8), 2=319(LC 1), 4=37(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-104/288 PLATES GRIP MT20 244/190 Weight: 14 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0.tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) -Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 3, 177 lb uplift at joint 2 and 22 lb uplift at joint 4. %`,�1111111/���' No 22839 nnl Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall r building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/frPlf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan ' T21569536 2492616 AB Jack -Open 10 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 13 11:38:47 2020 Page 1 ID:Meu WSJJTIbLiBnt7sPJJBkzX7XQ-ilkKMtME9WdD57Jugl1 siewVcgnZ4dxduRV68gyTr3c -2-0-0 1-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.01 4 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.01 4 >988 240 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 Wind(LL) -0.03 4 >349 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 3=Mechanical Max Horz 2=66(LC 12) Max Uplift 2=-176(LC 12). 3=-140(LC 1) Max Grav 2=377(LC 1), 3=102(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-102/277 Scale = 1:10.3 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide -will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 176 lb uplift at joint 2 and 140 lb uplift at joint 3. 0 `�11111111/I/��,, No 2283:9 ^13 '��,;�,• . O R 1 O.Q. �;�,�: Intl Walter R'Finn PE No.22839 MlTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Inv ® � building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 Quality Criteria, DSB-89 and BCS/Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan ' T21569537 2492616 J2 Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 13 11:38:48 2020 Page 1 ID: MeuWSJJTIbLiBnt7sPJJBkzX7XQ-RyIiZDNswgl4jGu4OSY5FsSkjE7Sp4Bn75EggHyTr3b -2-0-0 2-8-0 2-0-0 2-8-0 Scale = 1:14.5 d 2r 2-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.00 2 "" 240 Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=106(LC 12) Max Uplift 3=-17(LC 13), 2=141(LC 12) Max Grav 3=36(LC 8), 2=367(LC 1), 4=45(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ``.11/1111 ff��� Vill fit between the bottom chord and any other members. ,,� .` ER P ,I,, 'r f 6) Refer to girder(s) for truss to truss connections. %% ......... //y,,�1 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 3 and 141 Ib uplift at ,�� V �G E N $ ••. joint 2. No 22839 '00:• S •u/40 .� ON 1111r1111// Waiter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not WHO a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUPP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569538 2492616 J2A Jack -Open 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 1311:38:49 2020 Page 1 I D:M eu WSJJTIbLiB nt7sPJ J BkzX7XQ-v8s4nYO Uh8lxLQ SHyA3Kn3?vTdMfYXRwLI_D DjyTf3a -2-0-0 2-8-0 2-0-0 2-8-0 Scale = 1:18.1 co 0 0 2x c4 = VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). Lo-e-o 2-8-0 0-8-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.00 2-4 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.00 2-4 >999 240 BC LL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 8 n/a n/a BC DL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) -0.00 2 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 8=Mechanical Max Horz 2=104(LC 12) Max Uplift 2=142(LC 12), 8=-4(LC 13) Max Grav 2=367(LC 1), 8=49(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 22 lb FT = 20% Structural wood sheathing directly applied or 2-8-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)-Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 142 lb uplift at joint 2 and 4 lb uplift at joint S. �11111111rt/j IER P. No 22839 OF :�44/ � N A Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 WARNING -verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid far use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �s a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall p■�.Y■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPlf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan • T21569539 2492616 J28 Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 13 11:38:49 2020 Page 1 ID:MeuWSJJTIbLiBnt7sPJJBkzX7XQ-v8s4nYO Uh8txLQSHyA3Kn372odToYXRwLI_DDjyTr'3a 2-5-0 Scale = 1:12.1 JX4 — 2X4 II 2-5-0 " ST1.54— 2-5-0 ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Wind(LL) 0.00 4 "" 240 Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-0 cc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 5=0-5-0, 2=Mechanical, 4=Mechanical Max Uplift 5=-35(LC 8), 2=-45(LC 8) Max Grav 5=99(LC 1), 2=77(LC 1), 4=48(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=4.2psf; BCDL=5.Dpsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 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) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ``,{{{{ �i► f��', 7)-Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 5 and 45 lb uplift at ♦♦>` �D ' E N joint 2. ♦ C S •: �i • No 22839 :cam fill,�{ Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569540 2492616 J3 Jack -Open 4 1 Job Reference o tional k".", Illy, r ll, rlGl ll -y, rL ­..1, 0.4Z1.1 S Aug ZD ZUZU MI I eK maustnes, Inc. I us Uct 13 11:38:50 2020 Page 1 ID:MeuWSJJTIbLiBnt7sPJJBkzX7XQ-NKQS_uP6SR?oyal TVtbZKHY4C 1 odH_h4aPjnl9yTr3Z -2-0-0 3-0-0 2-0-0 3-0-0 Scale = 1:15.3 3-0-0 Plate Offsets (X,Y)— [2:0-2-0,Ed ej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.00 2-4 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WE 0.00 Horz(CT) -0.00 3 n/a nla BCDL 10.0 Code FBC2017lrP12014 Matrix-P Wind(LL) 0.00 2 •••• 240 Weight: 17 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=114(LC 12) Max Uplift 3=-31(LC 12), 2=-138(LC 12) Max Grav 3=27(LC 8), 2=370(LC 1), 4=52(LC 3) FORCES., (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 3 and 138 lb uplift at yoint 2. ER R. F E IV ' �• 4c' �. No 22839 :frZ S Walter P. Finn PE N0.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. • Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan • T21569541 2492616 J5 Jack -Open 24 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, -2-M M d 2x 8.420 s Aug 25 2020 M7i ek Industries, Inc. Tue Oct 1311:38:50 2020 Page 1 ID: MeuWSJJTIbLiBnt7sPJJBkzX7XQ-NKQS_uP6SR?oyal TVtbZKHY4C 11kH_h4aPjnl9yTr3Z 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. . DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.03 2-4 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-P Wind(LL) 0.00 2 "'• 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=164(LC 12) Max Uplift 3=-103(LC 12). 2=138(LC 12) Max Grav 3=115(LC 1), 2=425(LC 1), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:20.2 PLATES GRIP MT20 244/190 Weight: 23 lb FT = 20% 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. NOTES- 1) Wind: ASCE 7-10; VUIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 lb uplift at joint 3 and 138 lb uplift at joint 2. ,`. % J 111111111., � P�-� ER P, No 22839 r OSA F �O R , O s'0 N A ECG %. Intl Walter R'Rnn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTekO connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M �Te k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan ' T21569542 2492616 J7 Jack -Open 9 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 13 11:38:512020 Page 1 ID:Meu WSJJTIbLiBnt7sPJJBkzX7XQ-rXzgBEQkDl7fakcf3b6osU4CJR24ORxDp2TKHbyTr3Y -2-0-0 7-0-0 2-0-0 7-0-0 Scale = 1:24.9 /-u-u LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.08 2-4 >963 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.19 2-4 >420 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-SH Wind(LL) 0.11 2-4 >747 240 Weight: 30 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=213(LC 12) Max Uplift 3=-145(LC 12). 2=-149(LC 12) Max Grant 3=193(LC 1), 2=501(LC 1). 4=122(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 145 lb uplift at joint 3 and 149 lb uplift at ,joint 2. %1111111111I �X G E N 8Fa No 22839 OF10 �i��s•.ORt, G �� 1Valter R Finn PE N0.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 A WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must vedly the applicability of design parameters and properly incorporate this design into the overall �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mi lek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIf Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan • T21569543 2492616 J7A Half Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, M d 2XI 2-0-0 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 13 11:38:52 2020 Page 1 ID:MeuWSJJTIbLiBnt7sPJJBkzX7XQ-JjXDPaQNz3FWCuBrdld1 PidMDrM1luBM2iCtp2yTr3X 6-8-0 7,-0-0, 6-8-0 -4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.08 2-4 >963 360 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.19 2-4 >420 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Wind(LL) 0.12 2-4 >638 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=213(LC 12) Max Uplift 3=-145(LC 12), 2=149(LC 12) Max Grav 3=193(LC 1), 2=501(LC 1), 4=122(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale: 1/2"=l' PLATES GRIP MT20 244/190 Weight: 30 lb FT = 20% 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. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 145 lb uplift at joint 3 and 149 lb uplift at +joint 2. %`%IER'P ee No 22839 ��:• S A F Walter P. Finn PE No.22839 MIT ek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 ® WARNING - VedN design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan ` T21569544 2492616 J7B Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 13 11:38:53 2020 Page 1 ID: MeuWSJJTIbLiBnt7sPJJBkzX7XQ-nv5bcwR7kMNNp2m2BO8GyvAbSFgFUKI WGMyRMUyTr3W -2-0-0 4-8-0 6 4-0 7-0-0 2-0.0 4-8-0 1-8-0 0-8-0 2x- Scale = 1:21.6 4X6 = RYA = c 4-M 6-11-4 7-pr0 4-8-0 2-3-4 0-0-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) VdeO Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.08 2-7 >940 360 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.22 2-7 >358 240 BCLL 0.0 Rep Stress ]nor YES WB 0.07 Horz(CT) 0.09 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.18 2-7 >443 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 5=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=172(LC 12) Max Uplift 5=-58(LC 12), 2=-168(LC 12), 6=-54(LC 12) Max Grav 5=118(LC 1). 2=501(LC 1), 6=147(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 33 lb FT = 20% 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. 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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 4-8-0, Exterior(2) 4-8-0 to 6-4-0, Interior(1) 6-4-0 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5r' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 5, 168 lb uplift at joint . 2 and 54 lb uplift at joint 6. ```I�IIIIIIIIIII',I No 22839 S A Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and Bost Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569545 2492616 JH Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 1311:38:54 2020 Page 1 ID: MeuWSJJTIbLiBnt7sPJJBk7X7XQ-G6fzgGSdVgVERBLEkjfVU7iome7oDnafv0h_uwyTr3V 2-0-0 2-8-0 4-4-0 7-0-0 2-0-0 2-8-0 1-8-0 2-8-0 Scale = 1:20.8 2-8-0 2-8-0 4-0-0 1 ZOO 6-11-4 7-Qr0 2-7-4 0- - 2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (IQc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.01 7-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.02 7-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(CT) 0.00 • 7 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Wind(LL) -0.01 2-8 >999 240 Weight: 38 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 5=Mechanical, 2=0-8-0, 7=Mechanical Max Horz 2=172(LC 8) Max Uplift 5=-63(LC 8), 2=-193(LC 8), 7=-66(LC 8) Max Grav 5=83(LC 1); 2=482(LC 40), 7=201(LC 43) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-455/75, 3-4=-380/77 BOT CHORD 2-8=-139/347, 7-8=-150/293 WEBS 4-7=-334/171 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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,`,�II� /Jill 5)•• This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �� ER P. �I will fit between the bottom chord and any other members.V� 6) Refer to girder(s) for truss to truss connections. E N S'• �L ��� 7) Provide mechanical connection (by others) of truss to bearing capable of withstanding 63 lb uplift at joint 5, 193 lb uplift at joint `�� �C F•••.� �� plate .2 and 66 lb uplift at joint 7. �� No 22839 • •� 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 108 lb down and 83 lb up at * .: 2-8-0, and 47 lb down and 49 lb up at 4-8-12 on top chord, and 167 lb down and 102 lb up at 2-8-0, and 14 lb down at 4-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) loads to the face the truss front back section, applied of are noted as (F) or (B). LOAD CASE(S) Standard Q:• 40�'��S 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 , O R p ,��� Uniform Loads • a4=-70, 4-5=-70, 2-6=-20 Concentrated Loads (lb) Vert: 3=36(B) 8=44(B) 12=-7(B) 13=4(B) Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/FPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 WaldIrt, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHOHomes- Avalon -Artisan ' T21569546 2492616 JJ1 Jack -Closed 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. TUB Oct 13 11:38:54 2020 Page 1 ID: MeuWSJJTIbLiBnt7sPJJBkzX7XQ-G6fzgGSdVgVERBLEkjfVU7ioFeA7DogfVOh_uwyTr3V -2-0-0 1-10-8 2 0- 2-0.0 1-10-8 0-1- Scale = 1:12.8 b 1-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 2-4 >999 240 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 Wind(LL) 0.00 2 •••• 240 Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 3=Mechanical, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 2=-132(LC 12). 3=-20(LC 1) Max Grav 2=327(LC 1), 3=38(LC 8), 4=38(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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 132 lb uplift at joint 2 and 20 lb uplift at ,1%1111Il1" 1 • joint 3. �P�,C ER P. No 22839 11 O F : 4/ • At- 11111 Walter R Rnn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: October 13,2020 A WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/iPli Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20501 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan ' T21569547 2492616 K Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 13 11:38:56 2020 Page 1 ID:MeuWSJJTIbLiBnt7sPJJBkzX7XQ-CUnjFyTt1 HlxgWds8hzZYoBmSnchUAyyKA5ypyTr3T 0-9-0 1149-0 -0-10-0 Ps-8 5-10-0 10-11-0 1i-2-S i 12E-0 0-10.0 5-8 5-1-0 5-1-0 03-8 OS-8 Scale = 1:29.3 4x4 = r> 0 13 12 11 10 3x8 = 11-8-0 ps s 5-10-0 10-11-0 1f-2 s-8 5-4-8 5-1-0 3- LOADING (PSI' SPACING- 2-0-0 CS1. DEFL. in ([cc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.02 11-12 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.05 11-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Cade FBC2017/TP12014 Matrix-SH Wind(LL) 0.02 10 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-1-8„ 6=0-1-8 Max Horz 2=-78(LC 10) Max Uplift 2=-213(LC 12), 6=-213(LC 13) Max Grav 2=681(LC 1), 6=681(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-941/652, 3-4=-464/343, 4-5=-464/360, 5-6=-935/646 BOT CHORD 2-14=-522/819, 6-8=-563/855 WEBS 3-14=-84/294, 5-8=84/295 PLATES GRIP MT20 244/190 Weight: 78 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 5-10-0, Exterior(2) 5-10-0 to 11-7-4, Interior(1) 11-7-4 to 13-9-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; - Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 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) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 213 lb uplift at joint 2 and 213.lb uplift at joint 6. J����-C ER'P No 22839 r S A F . 4/ Walter R'Rnn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI 11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan � T21569548 2492616 K1 Roof Special 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 1311:38:56 2020 Page 1 ID:MeuWSJJTIbLiBnt7sPJJBkzX7XQ-CUnjFyTt1 HlxgWds8hzZYoATSo?hXIyyKA5ypyTr3T ps8 5-10-0 11-2-8 11-8 0 -5-8 5-4-8 54-8 -5-8 i 3x4 4x6 = Scale = 1:26.7 11 10 9 8 2x4 II 3x8 = 2x4 II 5-10-0 11-2-8 �1.8 0 5 8 5-4-8 5-4-8 -b 5-8' Plate Offsets (X,Y)— [2:0-1-12,0-3-01,[4:0-1-12,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.02 9-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.06 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.04 5 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wjnd(LL) 0.03 9 >999 240 Weight: 63 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* 2-10,4-8: 2x4 SP No.2 REACTIONS. (size) 1=0-1-8, 5=0-1-8 Max Horz 1=-58(LC 8) Max Uplift 1=-141(LC 12), 5=141(LC 13) Max Grav 1=528(LC 1), 5=528(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1077/945, 2-3=-507/407, 3-4=-507/407, 4-5=-1077/945 BOT CHORD 9-10=-235/256, 8-9=-235/256, 1-12=880/958, 5-6=-880/958 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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C,C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide %% F/41�!�, will fit between the bottom chord and any other members. ,�%`P�� , . • • j •• E. N • • / �i# 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1, 5. ,�� V ,• XG S+ F�•• �� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 141 lb uplift at joint 1 and 141 lb uplift at joint 5. No 22839 ' OF I►nn WalterP. Finn PE No.22839 MiTek USA, Inc. FL Cori 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/r quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Avalon -Artisan � T21569549 2492616 KGE GABLE 1 1 Job Reference (opt Builders FirstSource (Plant City, FL), Plant City, FL - 33bbl, OAZU s Aug Zb 2u2u Ivu I eK mausmes, Inc. I ue ucc io i-I:oo:or tutu rage i ID: MeuWSJJTIbLiBnt7sPJJ BkzX7XQ-ghL6SIUVobtolf4pQrDC61KJks5YQ9Q6B_weVFyTr3S 2-0-0 5-10-0 11-8-0 13-8-0 2-0-0 5-10 0 5-10-0 2-0-0 3x4 = Scale = 1:25.7 0 I'L d 0-1-j 2 1-4-8 5-10-0 10-3-8 11-6-3 11 r8r0 0- - 2 1-2-t2 4-5-8 4-5-8 1-2-11 0- - 3 Plate Offsets (X Y)-- [3:0-2-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.09 6-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.18 6-7 >575 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) -0.01 6-7 >999 240 Weight: 57 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 `Except` 14-15,16-17: 2x4 SP No.3 REACTIONS. All bearings 1-8-0 except Qt=length) 7=0-3-8, 6=0-3-8. (lb) - Max Horz 2=-78(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-249(LC 12), 4=-249(LC 13) Max Grav All reactions 250 lb or less atjoint(s) except 2=438(LC 1), 2=438(LC 1), 4=438(LC 1), 4=438(LC 1), 7=387(LC 3), 6=387(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-499/430, 3-4=-499/430 BOT CHORD 2-7=-157/353, 6-7=-157/353, 4-6=-157/353 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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 5-10-0, Exterior(2) 5-10-0 to 11-8-0, Interior(1) 11-8-0 to 13-9-7 zone; Cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5, Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 249 lb uplift at joint 2 and 249 lb uplift at joint 4. 01%111111111111 No 22839 �.� �.. VS$A;?F OR i�'--S/O N A� Walter R'Flnn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. M Design valid for use only with Tek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPll Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply GHO Homes -Avalon-Artisan T21569550 2492616 LGR Hip Girder 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 13 11:38:58 2020 Page 1 ID:MeuWSJJTIbLiBnt7sPJJBkzX7XQ-8tuUfdV7Zv?fwpe?zZkRfztZOGSN9V6FQefC1 hyTf3R 2-8-0 5-8-0 84-0 2 8-0 3-0-0 241-0 6.00 12 3XI 4x8 = 4x4 = Scale = 1:20.5 8 vnv — vry — 5 ST1.5x8 STP = ST1.5x8 STP = 3x6 11 2x4 I 2 8 0 5-8-0 84-0 2-8-0 3-M 2-841 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.25 Vert(LL) -0.01 6-7 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.03 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO W3 0.48 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.02 6-7 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 8=0-8-0, 5=0-8-0 Max Horz 8=-25(LC 23) Max Uplift 8=937(LC 5), 5=-890(LC 9) Max Grav 8=2569(LC 1), 5=2695(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2664/995, 2-3=-2263/817, 3-4=2520/871, 1-8=-2487/922, 4-5=-22821799 BOT CHORD 6-7=-913/2403 WEBS 2-7=-537/1142, 3-6=-382/963, 1-7=951/2544, 4-6=-821/2358 m PLATES GRIP MT20 244/190 Weight: 111 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 cc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. 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 cc. Bottom chordsconnected as follows: 2x6 - 2 rows staggered at 0-5-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ` ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 937 lb uplift at joint 8 and 890 lb uplift at joint 5. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 80 lb down and 56 lb up at 0-1-12 on top chord, and 133 lb down and 112 lb up at 2-8-0, 2030 lb down and 827 lb up at 2-8-12, 74 lb down and 12 lb up at 4-2-0. 1112'lb down and 340 lb up at 4-8-12, and 133 lb down and 112 lb up at 5-7-4, and 1112 lb down and 308 lb up at 6-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=70, 2-3=70, 3-4=70, 5-8=20 Continued on page 2 �,,,0- -C ER IP 1 F ���i 'GEMS No 22839 i tSRO N ,�1joo 1111111110 Walter P. Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan + T21569550 2492616 LGR Hip Girder 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 S Aug 25 ZUZU MI I eK Industries, Inc. I ue Uct l:i 11:68:b8 LULU t'age L I D:MeuWSJJTIbLiBnt7sPJJBkzX7XQ-6tuUfdV7Zv?fwpe?zZkRfztZDGSN9V6FQefC1 hyTr3R LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-2149(F=2030, B=119) 1=55 6=-119(B) 9=9(B) 10=-1112(F) 11=-1112(F) ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MTek0 connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall l� building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' is always required for stability and to prevent collapse with possiblepersonal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1rPl1 Quality Criteria, DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan • ' T21569551 2492616 MV3 Valley 1 1 Jab Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, v a a 2x4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 TCDL 15.0 Lumber DOL 1.25 BC 0.09 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 1=2-11-8, 3=2-11-8 Max Horz 1=55(LC 12) Max Uplift 1=-21(LC 12), 3=48(LC 12) Max Grav 1=100(LC 1), 3=100(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 1311:38:59 2020 Page 1 I D: Meu WS JJTI bLi B nt7sPJ J BkzX7XQ-c3 S stzWm KC7 WXzDCXGFg BAQ IsfsU u3wOf I PIZ8yTr3Q 3-0-0 3-0-0 Scale = 1:10.3 2x4 11 DEFL. in (loc) Ildefl Lid PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 n/a We Weight: 10 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 1 and 48 lb uplift at joint 3. ER'P, F �4/ •GENg No 22839 � r S A F .0 �� �• • O R gyp••.• �� 4# i,��i�sI10 inn Walter P.Ann PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p�e building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PIi Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569552 2492616 MV5 Valley 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 1311:38:59 2020 Page 1 ID: Meu WS JJTI bLi Bnt7s P JJ B kzX7XQ-c3SstzWm KC7 WXzDCXGFg BAQfofo Cu3wOflPIZ8yTr3Q 5.0-0 5-0-0 2x4 i 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 TCDL 15.0 Lumber DOL 1.25 BC 0.37 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 1=4-11-8, 3=4-11-8 Max Horz 1=105(LC 12) Max Uplift 1=-39(LC 12), 3=-92(LC 12) Max Grav 1=190(LC 1), 3=190(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-165/264 DEFL. in (loc) I/de0 L/d Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) 0.00 n/a n/a Scale=1:15.3 PLATES GRIP MT20 244/190 Weight: 17lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom Chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 1 and 92 lb uplift at joint 3. 101111111111/1 GENS.•�L No 22839 r � r • � X Z 0 OF :�4L : ,O S`SN Inn Walter P. Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall n A� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IV IiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes -Avalon-Artisan T21569553 �2492616 PB1 Piggyback 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 1311:39:00 2020 Page 1 ID: M eu WS JJTI bLi B nt7sPJ J BkzX7XQ-4GOE4JX05 W F N96oO5—mwkOyvO36id WsYty8l5ayTr3P 4-2-5 6-10-6 11-0-11 , 4-2-5 Scale = 1:18.9 3x4 = 4x4 = 4 d I0 d 7 3x4 = 2x4 II 3x4 = 11-0-11 11-0-11 Plate Offsets (X,Y)— [3:0-2-0,0-2-81,[4:0-2-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.00 6 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(CT) 0.00 6 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix-SH Weight: 34 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-10-6 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 2=9-1-9, 5=9-1-9, 7=9-1-9 Max Horz 2=-39(LC 10) Max Uplift 2=-143(LC 12). 5=113(LC 12), 7=-20(LC 13) Max Gram 2=404(LC 23), 5=350(LC 1), 7=217(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-475/483, 3-4=386/492, 4-5=-473/473 BOT CHORD 2-7=-305/385, 5-7=305/385 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. b) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' ��� •� ER �? F ��I //�� 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �� \Q,�• "�j '�G E N S •• y ��� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 143 Ib uplift at joint 2, 113 lb uplift at S� . �� F'•••• �� • joint 5 and 20 lb uplift at joint 7. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building No 22839 • * •: designer. S411 fill, lil Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/PPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan r T21569554 �2492616 P62 Piggyback 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6-6-6 5-6-6 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 13 11:39:01 2020 Page 1 I D: Meu WSJJTIb LiB nt7s PJ J BkzX7XQ-YSacIfXOsgO E n G Nafh H9GbV2ET Wm MyTh6cu seOyTr30 13-2-5 15-0-10 Scale=1:26.2 4x4 = 3x4 = 9 8 3x4 = 2x4 II 15-0-10 15.0-10 Plate Offsets (X Y)— [4:0-2-4 0-1-121 [5:0-2-0 0-2-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.01 7 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(CT) 0.01 7 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017FrPI2014 Matrix-SH Weight: 47 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 13-1-8. (lb)- Max Horz 2=52(LC 11) Max Uplift All uplift 100 lb or less at joints) 6, 9 except 2=128(LC 13), 8=-226(LC 13) Max Grav All reactions 250 lb or less at joint(s) 9 except 2=377(LC 1), 6=259(LC 1), 8=546(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-403/315, 3-4=-386/356 BOT CHORD 2-9=-186/294, 8-9=-186/294 WEBS 4-8=-457/419 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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-3-15 to 9-2-6, Interior(1) 9-2-6 to 13-2-5, Exterior(2) 13-2-5 to 14-8-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 9 except (jt=lb) 2=128,8=226. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. `,�11111111//�� R P, S�. GEMS . ti `0:0 .`` • V 6 No 22839 � r �3 :• 'F`tg OF : �� ,0 N A� Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan r T21569555 2492616 P133 Piggyback 1 1 Job Reference (optional) 3 d Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 13 11:39:02 2020 Page 1 ID:MeuWSJJTIbLiBnt7sPJJBkzX7XQ-1 e87V7Yed7 W5OQymCPoOpp2EDtrF5NDrLGdPATyTr3N 5-6-6 7-2-6 15-0-10 , 5-6-6 1-8-0 7-10-4 44 = Scale = 1:26.2 3x4 = 9 8 3x4 = 2x4 ATOP CHORD UNDER PIGGYBACKS 2x4 II TO BE LATERALLY BRACED BY PURLINS AT 2-0-0 OC. MAX. TYPICAL. LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 TCDL 15.0 Lumber DOL 1.25 BC 0.28 BCLL 0.0 Rep Stress Incr YES WB 0.16 BCDL 10.0 Code FBC2017rrP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 15-0-10 15-0-10 DEFL. in (loc) I/defl Lid PLATES GRIP Vert(LL) 0.00 6 n/r 120 MT20 244/190 Vert(CT) 0.00 6 n/r 120 Horz(CT) -0.01 6 nla n/a Weight: 49 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 9-3-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 13-1-8. (lb) - Max Horz 2=-51(LC 10) Max Uplift All uplift 100 lb or less at joints) 2 except 9=235(LC 13), 8=-214(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=681(LC 1), 8=513(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-332/388, 3-4=270/390, 4-5=-238/316, 5-6=-304/363 BOT CHORD 2-9=-316/401, 8-9=-316/401, 6-8=-276/360 WEBS 3-9=-546/527, 5-8=-414/424 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=4.2psf; BCDL=5.Opsf; h=,15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-3-15 to 7-2-6, Interior(1) 7-2-6 to 11-2-5, Extedor(2) 11-2-5 to 14-8-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 9=235,8=214. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. ,`IV ``�1111111//I���I No 22839 : S A F �:�t4/ �� �i���S��NA� Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569556 2492616 PB4 Piggyback 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MTek Industries, Inc. Tue Oct 1311:39:02 2020 Page 1 ID:MeuWSJJTIbLiBnt7sPJJBkzX7XQ-1 e8?V?Yed7 W5OQym CPoOpp2D1 trz504rLGdPATyTr3N 5-10-5 9-2-5 i 15-0-10 5-10-5 3-4-0 5-10-5 Scale = 1:25.8 13 d 3x4 = 2x4 4x6 = 3x4 = 9 8 3x4 = 2x4 II 2x4 II LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017frP12014 15-0-10 15-0-10 CSI. DEFL. in (loc) I/deft Ud TC 0.33 Vert(LL) 0.01 7 n/r 120 BC 0.30 Vert(CT) 0.02 7 ' n/r 120 WB 0.10 Horz(CT) 0.00 6 n/a n/a Matrix-SH PLATES GRIP. MT20 244/190 Weight: 50 lb _ FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 13-1-8. (lb) - Max Horz 2=-55(LC 10) Max Uplift All uplift 100 lb or less atjoint(s) 2, 6 except 8=121(LC 13), 9=-151(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2 except 6=266(LC 24), 8=419(LC 1), 9=409(LC 23) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 5-8=-297/319, 3-9=311/340 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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6 except (jt=lb) 8=121,9=151. €t) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. �� �•'•CENg ti� No 22839 � r •'�: :X 00:• OF 'ON inns Walter R Finn PE No22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1Tpl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan „ T21569557 2492616 PB5 Piggyback 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 7-6-5 44 = 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 1311:39:03 2020 Page 1 I D: M eu WSJ JTIbLi B nt7sPJJ BkzX7XQ-Vqi Nj LZG OReyOaXzm 6KdMOa KVH7XgrC_awNzivyTr3M 15-0-10 4x6 = 2x4 11 15-0-10 15-0-10 LOADING (IS, SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.02 5 nlr 120 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(CT) 0.05 5 nlr 120 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=13-1-8, 4=13-1-8, 6=13-1-8 Max Horz 2=-71(LC 10) Max Uplift 2=-118(LC 12), 4=130(1_C 13), 6=-137(LC 12) Max Grav 2=318(LC 23), 4=318(LC 24), 6=643(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-4171353 Scale=1:25.7 [4 d I� d 4x4 = PLATES GRIP MT20 244/190 Weight: 49 lb FT = 20% 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. 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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-3-15 to 6-3-15, Interior(1) 6-3-15 to 7-6-5, Exterior(2) 7-6-5 to 13-6-5, Interior(1) 13-6-5 to 14-8-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom.chord bearing.. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=118, 4=130, 6=137. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building - designer. ER 'P No 22839 �3 eTA 0 F C? � -SS:ON A���, nn1 Walter R Rnn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job r, , Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569558 2492616 PB6 Piggyback 1 1 Job Reference optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 13 11:39:04 2020 Page 1 ID:MeuWSJJTIbLiBnt7sPJJBkzX7XQ-z1 Glwhau9lmpek69KprsuE7WQgWZla7oa6WFLyTr3L 6-8-13 B-3-13 15-0-10 6-8-13 1-7-0 6-8-13 Scale = 1:25.8 3x4 = 4x6 = 3x4 = 3x4 2x4 II 2x4 II Plate Offsets (X Y)— [4:0-2-0 0-2-8] 16:0-2-10 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP' TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.01 7 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.42 Vert(CT) 0.03 7 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 50 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 13-1-8. (lb) - Max Horz 2=-64(LC 10) Max Uplift All uplift 100 lb or less at joints) 2, 6 except B=-159(LC 13), 9=-147(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2 except 6=302(LC 1), 8=472(LC 24), 9=327(LC 23) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 5-8=-319/342, 3-9=256/320 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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-3-15 to 6-3-15, Interior(1) 6-3-15 to 6-8-13, Exterior(2) 6-8-13 to 14-8-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6 except (jt=lb) 8=159,9=147. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. E IV No 22839 / �40 P �� Inn Walter R Rnn PE.No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and prop edy incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing r MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANShTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job„ I Truss Truss Type City Ply GHO Homes -Avalon-Artisan T21569559 2492616 PB7 Piggyback 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 1311:39:05 2020 Page 1 ID:MeuWSJJTIbLiBnt7sPJJBkzX7XQ-RDg771 aWw2ugFuhLuXM5RRgk44upllxHl Es3noyTr3K 5-6-5 , 6-3-13 , 10-3-13 , 15.0-10 5-6-5 0-9-8 4-0-0 4-8-13 4x4 = 4 3x4 = 2x4 11 3.4 = Scale = 1:26.2 3x4 = 10 9 3x4 = 2x4 II 2x4 II LOADING (pso SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 15-0-10 15-0-10 CSI. DEFL. in (loc) I/defl L/d TC 0.27 Vert(LL) 0.00 8 n/r 120 BC 0.22 Vert(CT) 0.01 8 n/r 120 WB 0.09 Horz(CT) 0.00 7 n/a file Matrix-SH PLATES GRIP MT20 244/190 Weight: 49 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 13-1-8. (lb) - Max Horz 2=-51(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 7 except 10=-114(LC 9), 9=-163(LC 13) Max Grav All reactions 250lb or less atjoint(s) 7 except 2=258(LC 23), 10=374(LC 1), 9=439(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-10=-264/247, 5-9=-332/317 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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-3-15 to 6-3-13, Interior(1) 6-3-13 to 10-3-13, Exterior(2) 10-3-13 to 14-8-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. •5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7 except (jt=lb) 10=114,9=163. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. N�``�.� ER ,P ,� , ��GENg�.•ti �, No 22839 441 •���d' • � O R 1 O P: ���,�� Walter R Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511M020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/t quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 `ob „ , Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569560 2492616 PBS Piggyback 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 13 11:39:05 2020 Page 1 ID:MeuWSJJTIbLiBnt7sPJJBkzX7XQ-RDg771 aWw2ugFuhLuXM5RRgjr4tGlkJH 1 Es3noyTr3K 5-6-5 12-3-13 15-0-10 5-6-5 6-9-8 2-8-13 Scale = 1:26.2 44 = 3x4 = 9 8 3x4 = 2x4 11 2x4 11 LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC20171TP12014 15-0-10 CSI. DEFL. in (loc) I/defl L/d TC 0.35 Vert(LL) 0.00 7 n/r 120 BC 0.26 Vert(CT) 0.01 7 n/r 120 WB 0.13 Horz(CT) 0.01 6 n/a n/a Matrix-SH PLATES GRIP MT20 244/190 Weight: 48 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 13-1-8. (lb) - Max Horz 2=52(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 2=160(LC 13), 6=-131(LC 13), 9=178(LC 24), 8=-237(LC 13) Max Grav All reactions 250 lb or less atjoint(s) 9 except 2=441(LC 1), 6=341(LC 1), 8=572(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-540/453, 3-4=-509/505, 4-5=-345/341, 5-6=-421/365 BOT CHORD 2-9=-296/416, 8-9=296/416, 6-8=-226/344 WEBS 3-9=-187/255, 4-8=475/451 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=4.2psf; BCDL=5.Opsf; h=15ft;.Cat. II; Exp C; Encl., _ GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-3-15 to 8-3-13, Interior(1) 8-3-13 to 12-3-13, Exterior(2) 12-3-13 to 14-8-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 160 lb uplift at joint 2, 131 lb uplift at joint 6, 178 lb uplift at joint 9 and 237 lb uplift at joint 8. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. ,%00�-� ER P. �. 'CEIVs No 22839 r = O R fill I Waiter P. Ann PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 r& WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not at a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing w MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Surte 203 Waldorf, MD 20601 Tampa, FL 36610 Job " . Truss Truss Type Qty Ply GHO Homes -Avalon-Artisan T21569561 2492616 TG8 Half Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 3 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 13 11:39:06 2020 Page 1 ID:MeuWSJJTIbLiBnt7sPJJBkzX7XQ-vPNVLMb9gMOXt1 GYREtKzfCxxU9ul2rQGubdJEyTr3J 1-3-0 -6- 4-2-10 7-2-8 0 2-11-10 2-11-14 0-9-0 3x4 = 2x4 II 3x8 = 2x4 II 2x4 II 7 6 5 ST1.5x8 STP = 6x8 = 6x8 = 3x4 11 1-3-2 4-2-10 7-2-8 1-3-0 2-11-10 2-11-14 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 TCDL 15.0 Lumber DOL 1.25 BC 0.49 BCLL 0.0 Rep Stress Incr NO WB 0.76 BCDL 10.0 Code FBC2017ITP12014 Matrix-SH LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 2-7: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 5=Mechanical, 9=0-8-0 Max Uplift 5=-703(LC 4), 9=433(LC 4) Max Grav 5=1543(LC 1), 9=1017(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 7-8=-149/379, 6-7=118/274, 5-6=-191/434 WEBS 1-8=-366/850, 3-8=473/211, 3-6=-441/1077, 3-5=-980/431, 1-9=-911/397 I9 a DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.02 6-7 >999 240 MT20 244/190 Vert(CT) -0.03 6-7 >999 240 Horz(CT) -0.00 5 n/a n/a Scale=1:40.9 Weight: 93 lb FT = 20% 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. 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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 703 lb uplift at joint 5 and 433 lb uplift at joint 9. 2) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 660 lb down and 313 lb up at 2-6-12, and 660 lb down and 313 lb up at 4-6-12, and 626 lb down and 328 lb up at 6-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=70, 8-9=20, 5-7=-20 Concentrated Loads (lb) Vert: 10=-660(B) 11=-660(B) 12=-626(B) 'CENS'.ti'�� No 22839 fib: :/rz S A F 10,.•��,�. �//111111/ Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based onlyupon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rFll Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 206D1 Tampa, FL 36610 Job „ 6 � Truss Truss Type City Ply GHO Homes -Avalon-Artisan T21569562 2492616 TGE1 Half Hip Supported 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Aug 25 2020 MiTek Industries, Inc. Tue Oct 1311:39:07 2020 Page 1 I D: Meu WS JJTI bLi Bnt7s PJJ BkzX7XQ-N cxuYicnRg8N VBrk?yOZ Wslwfub2mefaUYLArgyTr31 -2-0-0 , 4-1-0 i 5-9-0 2-0-0 4-1-0 11 2x, 5-9-0 3x4 = 2x4 3x6 II 4 5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid TCLL 2o.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.03 1 n/r 120 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.2 *Except* 3-7: 2x4 SP No.3 REACTIONS. (size) 6=5-9-0, 2=5-9-0, 7=5-9-0 Max Horz 2=144(LC 12) Max Uplift 6=-45(LC 8), 2=-113(LC 12), 7=-97(LC 12) Max Grav 6=51(LC 1), 2=343(LC 1), 7=259(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-7=-289/483 Scale = 1:19.9 PLATES GRIP MT20 244/190 Weight: 31 Ito FT = 20% Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. $) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 6, 113 lb uplift at joint 2 and 97 lb uplift at joint 7. ,, R' P � No 22839 ECG %. Inn Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job i� f Truss Truss Type Qty Ply GHOHomes- Avalon -Artisan T21569563 2492616 TGE2 Half Hip Supported 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 5.420 s Aug 25 2020 MITek Industries, Inc. I ue Oct 13 11:39:U/ 2UZU Page 1 I D: Meu WSJ JTIbLi Bnt7sPJJ B kzX7XQ-NcxuYicn Rg8N VB rk7yOZ WslwMubimflaUYLArgyTr31 -2-0-0 4-1-0 2-0-0 4-1-0 0-11 0 5-0-0 5-0-0 Plate Offsets (X,Y)— (4:0-2-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.00 1 n/r 120 TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.04 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.00 6 rile n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.2 *Except* 3-7: 2x4 SP No.3 REACTIONS. (size) 6=5-0-0, 2=5-0-0, 7=5-0-0 Max Horz 2=144(LC 12) Max Uplift 6=-37(LC 8), 2=-107(LC 12), 7=-74(LC 12) Max Grav 6=74(LC 1), 2=330(LC 1), 7=181(LC 19) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-7=-252/343 Scale = 1:17.8 PLATES GRIP MT20 244/190 Weight: 28 lb FT = 20% Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry • Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at joint 6, 107 lb uplift at joint 2 and 74 lb uplift at joint 7. %No vlER'P No 22839 r ;0: S A F �i�• O P' \�,�� "'fill 11110" Walter P. Finn PE No.22839 MITek USA, Inc. FL Cert. 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 13,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-11fi I I I For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS [CC -ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek@ All Rights Reserved MiTek� MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 A General Safety (Votes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSlrrP1 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSUTPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSUTPI 1 Quality Criteria. 21.The design hoes not take into account any dynamic or other loads other than those expressly stated.