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HomeMy WebLinkAboutTrussr (,/Z t 1 J 224' 16'B' t SD' EMMEMEMEMIMMM mwm��� BEEPS SOME Implem ■i 1■ ■1 � 1■ �SENSE �1 1■ SIEMENS ■1 1■ ■1 1■ ■1 1■ ■1 1■ ■1 1■ ■1 i► 1■ In Elm In's�■1 0 1■ L ■1®►�_oil 1■ PA 1■ --MEN �MMI-- ■I�II:II� ■1 1■ TRUSS END DETAIL TYPICAL CORNER SET DIMS NANGERSCNEDULE Duh JUS24 5 TKI)a 4 TND2" 1 lJ�d �L�II llL�'�l ■ Pv, LaeC m.m�l a�.�naa Yi ���..ioeaL: mG+a BWLq Tab :FBCAP tlam HplRal. :19 ASCE r•1Y tPltiO+a m..OmlF :C&F Lryumia FbmY rcbws �EMatl va'a Ypm Cac PS Ewy :F+mY+.Ymwm eeremeE+ Y: FIDYR EN]DLA . TCPom Slm F�TI+] D0� Y�9 N• �G I XYL efIIY• VyvfnbEemomima6 mivom 0 � Flm omsm lmtl4m11Y•u+eunm �� Dwmaq Y0�9 x _fiOmWv.. YbY�y be trnYeb qY �. oaa AN Mee gw"m.e w Y..u.eem.Yn eem: YFPmf mm: I's General Contracting Inc. GEORGE JR. RES. I- Project # 510312 ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 510312 - GEORGE JR. RES. MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: CJ GENERAL CONTRACTING Project Name: - Model: - Tampa, FL 33610-4115 Lot/Block: - Subdivision: - Address: TBD, - City: PORT ST. LUCIE State: FL. Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License M 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 8.3 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 39 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# Truss Name Date 1 T21703653 Al 10/27/20 15 T21703667 B4 10/27/20 2 T21703654 A2 10/27/20 16 T21703668 B5 10/27/20 3 T21703655 A3 10/27/20 17 T21703669 B6 10/27/20 4 T21703656 A4 10/27/20 18 T21703670 B7 10/27/20 5 T21703657 A5 10/27/20 19 T21703671 B8 10/27/20 6 T21703658 A6 10/27/20 20 T21703672 Cl 10/27/20 7 T21703659 A7 - 10/27/20 21 T21703673 C2 10/27/20 8 T21703660 A8 10/27/20 22 T21703674 CJ 1 10/27/20 9 T21703661 A9 10/27/20 23 T21703675 CJ3 10/27/20 10 T21703662 A10 10/27/20 24 T21703676 CJ3P 10/27/20 11 T21703663 All 10/27/20 25 T21703677 EJ2 10/27/20 12 T21703664 B1 10/27/20 26 T21703678 EJ5 10/27/20 13 T21703665 B2 ' 10/27/20 27 T21703679 EJ7 10/27/20 14 T21703666 B3 10/27/20 28 T21703680 EHA 10/27/20 This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Tibbetts Lumber Company -Palm Bay. 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 jurisdictions) 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. ����tu .O,%%�-jER P F7 �i♦♦i �. No 22839 = >fr = STATE OF 40 N AC Wafter P. Fnn PE No22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 27,2020 Finn, Walter 1 of 2 MM wi 0 MiTek a RE: 510312 - GEORGE JR. RES. Site Information: Customer Info: CJ GENERAL CONTRACTING Project Name: - Model: - Lot/Block: - Subdivision: - Address: TBD, - City: PORT ST. LUCIE State: FL. No. Seal# Truss Name Date 29 T21703681 ERP 10/27/20 30 T21703682 H 1 10/27/20 31 T21703683 H2 10/27/20 32 T21703684 HJ2 10/27/20 33 T21703685 HJ5 10/27/20 34 T21703686 MG1 10/27/20 35 T21703687 V1 10/27/20 36 T21703688 V2 10/27/20 37 T21703689 V3 10/27/20 38 T21703690 V4 10/27/20 39 T21703691 V5 10/27/20 2 of 2 MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply GEORGE JR. RES. i T21703653 510312 Al HIP GIRDER 1 Job Reference (optional) """'••" "' ••"'^ `�`"'Y�"h ^7T - •+�� , maou s ucr r zuzu mi i ex 1nausules, mc. i ue uct zr i 1:z1:Ub zuzu raga 1 ID:_v99PdcXg4RhwFePmE6G9gyTpgl-7dcl_nl sj6AyRkRl4JKVtv7cgsxZOxm5Hek8yPEOC 1 4 0 4-0 5 7 0 0 13-0 12 19 1 8 24 0 7 291-1 34-0 0 36 11-11 41-0-0 2 4 0 -0-0 4-0-5 2-11-11 6-0-12 6-0-12 4-10.15 5-0.11 410.15 2-11-11 4-0-5 �-0 5.0o 12 6x8 = 44 = 2x4 II 7x8 = 4x6 = 6x8 = Scale = 1:74.3 31 18 32 33 17 34 35 16 36 15 14 13 NOP2X STP — 4x4 7x14 MT20HS — 4x8 = 7x14 MT20HS = 4x6 = 4x4 = NOP2X STP = 4x8 = 4x6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-7,7-9: 2x6 SP No.2 BOT CHORD 2x6 SP DSS *Except* 2-17: 2x6 SP No.2 WEBS 2x4 SP No.2 19-1-8 CSI. DEFL in (loc) I/defi L/d PLATES GRIP TC 0.64 Vert(LL) -0.6215-16 >789 360 MT20 244/190 BC 0.94 Vert(CT) -1.1415-16 >431 240 MT20HS 187/143 WB 0.59 Horz(CT) 0.17 11 n/a n/a Matrix -MS Wind(LL) 0.8415-16 >583 240 Weight: 518lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-6 oc pudins, except 2-0-0 oc pudins (3-5-2 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 7-2-2 oc bracing. REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=131(LC 23) Max Uplift 2=1753(LC 8), 11=1436(LC 8) Max Grav 2=3666(LC 1). 1.1=2956(LC 1) FORCES. (lb) -Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=8841/4077, 3-4=8704/3993, 4-5=12650/5913, 5-6=15180/7152, 6-7=15180/7152, 7-8=13759/6504, 8-9=10294/4863, 9AO1 6983/3244, 10-11=7117/3326 BOT CHORD 2-18=3657/8138, 17-18=351817991, 16-17=5711/12646, 15-16=-6305/13757, 14-15=-4662/10291, 13-14=2829/6423, 11-13=2959/6532 WEBS 4-18=15K786, 4-17=2425/5199, 5-17=2071/1305, 5-16=1369/2836, 6-16=-472/430, 7-16=982/1685, 7-15=1086/573, 8-15=1878/4007, 8-14=2357/1214, 9-14=2123/4528, 9-13=-44/338 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=4.2psf,, BCDL=6.Opsf; h=151t; B=45fC L=41ft; eave=511; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=1753, 11=1436. 10) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord. Continued on page 2 This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 Nli rok USA, Inc: FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610• Date: October 27,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-74731ev. 511912020 BEFORE USE. , Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building componeA 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 budding 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 busses and truss systems, see ANSUrPH Qualify Criteria, DSB-89 and SCSI Building Component ParkeEast 6904 Parke Fast Blvd.ormadon Safely IMavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, 36610 Job Truss Truss Type qty Ply GEORGE JR. RES. JAI T21703653 510312 HIP GIRDER 1 Job Reference (optional) i iooeus Lumber Company, raim tray, FL - azaun, 6.330 s Oct 7 202U MTek Industries, Inc. Tue Oct 2711:21:05 2020 Page 2 NOTES- ID:_v97PdcXg4RhwFePmE6G9gyTpgl-7dcl_n1 sj6Ayr?kR14JKVtv7cgsxZOxm5Hek8yPEOC 11) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1.39 lb down and 171 lb up at 7-0-0, 139 lb down and 163 lb up at 9-0-12, 139 lb down and 163 lb up at 11-0-12, 141 lb down and 168 lb up at 13-0-12, 141 lb down and 168 lb up at 15-0-12, and 141 lb down and 168 lb up at 17-0-12, and 139 lb down and 163 lb up at 19-0-12 on top chord, and 386 lb down and 196 lb up at 5-0-12, 85 lb down at 7-0-12. 85 lb down at 9-0-12, 85 lb down at 11-0-12, 86 lb down at 13-0-12, 86 lb down at 15-0-12, 86 lb down at 17-0-12, and 85 lb down at 19-0-12, and 1806 lb down and 917 lb up at 20-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-4=-54, 4-9=-54, 9-12=54, 2-11=-20 Concentrated Loads (lb) Vert: 4=11 O(F) 18=-66(F) 17=70(F) 5=113(F� 16=-66(F) 6=110(F) 23=11Off) 24=110(F) 27=113(F) 28=113(F) 31=386(11F) 32=-66(F) 33=66(F) 34=70(1`) 35=70(F) 36=-1806(F) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/192020 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, note 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 ahvays 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, we ANSg7PH Quality C~a, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SaPoylMormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GEORGE JR. RES. T21703654 510312 Ara Hip 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Oct 7 2020 MTek Industries, Inc. Tue Oct 2711:21:10 2020 Page 1 ID_v97PdcXg4RhwFePmE6G9gyTpgl-UaPB1 U57YfoFxmdPSdvVCx¢1rhtEkcawN_PQLyPE07 1 40 49-14 9 2 9 14-9-0 20-0-0 26-3-0 32-0-0 36 2-2 41 0 0 2 4 0 0 49 14 42-2 5 9-0 5-9-0 5 9-0 5 9 0 42-2 4-9 14 -0-0 5.00 12 3x6 = 5x6 = 3x4 = 3x4 = 5x6 = 5x6 = 15 14 13 12 3x8 = 5x6 = 5x6 = 3x8 = LOADING (psf) SPACING- 2-0-0 CSI. D)EFL in (loc) Udefi ' L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.66 Vert(LL) -0.39 13-14 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.75 13-14 >652 240 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.18 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wlnd(LL) 0.52 13-14 >953 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP SS WEBS 2x4 SP No.2 BOT CHORD WEBS REACTIONS. (size) 2=0-M, 10=0-8-0 Max Horz 2=-163(LC 10) Max Uplift 2=779(1-C 12), 10=779(1-C 12) Max Grav 2=1589(LC 1), 10=1589(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=3418/2178, 3-4=3135/1915, 4-5=2814/1814, 5-6=3947/2421, 6-7=3947/2421, 7-8=2814/1814, 8-9=3135/1915, 9-10=3418/2178 BOT CHORD 2-15=1899/3130. 14-15=2100/3794, 13-14=2276/4099, 12-13=2105/3794, 10-12=1914/3130 WEBS 3-15=361/411, 4-15=-448/936, 5-15=1245f772, 5-14=62/383, 6-14=268/208, 6-13=268/208, 7-13=-62/383, 7-12=1245f772, 8-12=-448/936, 9-12=362/411 Scale=1:74.3 3x6 = PLATES GRIP MT20 244/190 Weight: 200 lb FT = 20% Structural wood sheathing directly applied or 2-11-1 cc purlins, except 2-0-0 cc purlins (2-7-14 max.): 4-8. Rigid ceiling directly applied or 4-5-10 cc bracing. 1 Row at midpt 5-15. 7-12 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=6.Opsf; h=15ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -14-0 to 2-9-3, Interior(1) 2-9-3 to 9-0-0, Exterior(2) 9-0-0 to 14-9-0, Interior(1) 14-9-0 to 32-0-0, Extedor(2) 32-0-0 to 37-9-9, Interior(1) 37-9-9 to 424-0 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. 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 at --lb) 2=779, 10=779. 8) Graphical puriin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic Copies. Walter P. Finn. PE No.22839 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: October 27,2020 ® 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 MTek® connectors. This design is based only upon parameters shown, and 1s 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 budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek° Is allays 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 ANSIRP/14ualiy Crlterla, DSO-89 and SCSI Bulld/ng Component 6904 Parke East Blvd. Safety hribrmadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply GEORGE JR. RES.T21703655 TA3 510312 �Hip 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Oct 7 2020 MiTek Industries, Inc. TUB Oct 27 11:21:112020 Page 1 ID:_v97PdcXg4RhwFePmE6G9gyTpgl-ynzZFg5dJyw6ZwCbfKQkk898LFwJzB6k9lkyynyPE06 T1-0-0 5 914 11 0 0 17-0 0 23A-0 30-0-0 35-2-2 41-0-0 42 4 0 5.9 14 5-2-2 64-0 64-0 6 4 0 5 2-2 5 9 14 4 0 5x6 = 3x4 = 5x6 5x6 = 15 14 13 12 11 3x6 = 2x4 II 5x8 = 5x8 = 5x8 = 2x4 II 3x6 = 30-0-0 35-2-2 41-0-0 Scale=1:74.3 4 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.32 13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.67 12-13 >738 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Horz(CT) 0.18 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.42 13 >999 240 Weight: 203 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-5 oc purlins, except BOT CHORD 2x4 SP No.2 *Except* 24-0 oc purins (2-10-11 max.): 4-7. 12-13,13-14: 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 4-3-13 Do bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 5-14, 6-12 REACTIONS. (size) 2=048-0, 9=0-8-0 Max Horz 2=195(LC 10) Max Uplift 2=779(LC 12), 9=779(LC 12) Max Grant 2=1589(LC 1). 9=1589(LC 1) FORCES. (Ib� - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3415/2093, 34=2962/1842, 4-5=2646/1756, 5-0=3366/2098, 6-7=2646/1756, 7-8=2962/1842, 8-9=3415/2093 BOT CHORD 2-15=1815/3108, 14-15=1815/3108, 13-14=1804/3296, 12-13=1807/3296, 11-12=1830/3108, 9-11 =1 830/3108 WEBS 3-14=541/440, 4-14=384/834, 5-14=-905/566, 5-13=01252, 6-13=0/252, 6-12=905/566, 7-12=384/834, 8-12=5421440 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=6.Opsf; h=15ft; B=45ft; L=41ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 2-9-3, Interior(1) 2-9-3 to 11-0-0, Extedor(2) 11-0-0 to 16-9-9, Intedor(1) 16-9-9 to 30-0-0, Exterior(2) 30-0-0 to 35-9-9, Interior(1) 35-9-9 to 424-0 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. This item has been 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. electronically Signed and 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide Sealed by Finn, Walter, PE will fit between the bottom chord and any other members. using a Digital Signature. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at --lb) Printed this itd 2=779, 9=779. copies of 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. document are not Considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn. PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810: Date: October 27,2020 ®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 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 budding 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 buss systems, see ANSd7P11 Quality Cdhda, DSB-89 and BCSI Building Componard 6904 Parke East Blvd. SdoylMormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply GEORGE JR. RES. �Qty T21703656 510312 A4 Hip 2 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Oct 7 2020 MiTek Industries, Inc. Tue Oct 2711:21:13 2020 Page 1 ID_v97PdcXg4RhwFePmE6G9gyTpgl-u95KgW7uraBgoEM_mITCgZETc3bmR1U1cLD30gyPE04 1-0 0 6 9 14 13-0 0 20-6-0 28-0.0 34 2-2 41-0-0 -4-0 6-9-14 6.2-2 7-6-0 7-6.0 6-2-2 6-9-14 -0-0 Scale=1:74.3 5x6 = 2x4 11 5x6 = 14 13 Le 12 au 11 10 1 3x6 = 2x4 II 5x6 = 3x8 = 5x6 = 2x4 II 3x6 = 6 9 14 13-0 0 20-0 0 28-0-0 34 2-2 41 0 0 6 9 14 6-2-2 7 6 0 7-0-0 6-2-2 6 9 14 Plate Offsets (X,Y)— [4:0-3-0,0-2-4], [6:0-3-0,0-2-4], [11:0-3-0,0-3-0], [13:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.27 12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.55 11-12 >899 240 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(CT) 0.18 8 n/a rile BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.36 12 >999 240 Weight: 206 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-7-10 oc purling, 4-6: 2x4 SP SS except BOT CHORD 2x4 SP No.2 2-0-0 oc pudins (3-5-11 max.): 4-6. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-4-8 oc bracing. REACTIONS. (size) 2=048-0, 8=0-8-0 Max Harz 2=226(LC 11) Max Uplift 2=779(LC 12), 8=779(LC 12) Max Grav 2=1589(LC 1), 8=1589(LC 1) FORCES. (lb) -Max. CompJMax. Ten. - All forces 250 (Ib) Or less except when shown. TOP CHORD 2-3=3376/2037, 3-4=2789/1754, 4-5=2914/1917, 5-0=2914/1917, 6-7=2789/1754, 7-8=3376/2037 BOT CHORD 2-14=1753/3173, 13-14=1753/3173, 12-13=1298/2534, 11-12=1313/2486, 10-11=1768/3065, 8-10=1768/3065 WEBS 3-13=-682/499, 4-13=140/504, 4-12=362/676, 5-12=467/475, 6-12=362/676, 6-11=140/504, 7-11=682/499 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=6.Opsf; h=15ft; B=45ft; L=41ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -14-0 to 2-9-3, Intedor(1) 2-9-3 to 1340-0, Exterior(2) 13-0-0 to 18-9-9, Interior(1) 18-9-9 to 28-0-0, Exterior(2) 28-0-0 to 33-9-9, Interior(1) 33-9-9 to 42-4-0 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. This Item has been 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically Signed and 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 sealed by Finn, Walter, PE will fit between the bottom chord and any other members, with BCDL = 10.Opsf. using a Digital Signature. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at]oint(s) except fit --lb) Printed of thiseCo 2=779, 8=779. 8) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. document are not Considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: October 27,2020 ® 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 In prevent budding 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 ANSOP11 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 GEORGE JR. RES. T21703657 510312 A5 Hip 2 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Oct 7 2020 MiTek Industries, Inc. Tue Oct 2711:21:14 2020 Page 1 ID_v97PdcXg4RhwFePmE6G9gyTpgl-MMfitr8WcUhQOwAKr RMnncSTwrAPkAr7yrZ6yPE03 1-0 0 7-9-14 15-0-0 20 6 0 26�0 33 2-2 41-0.0 2 4 0 4 0 7-9 14 7-2-2 5 6 0 5 6 0 7-2-2 7-9 14 0 5x6 = 2A II 5x6 = 14 13 `. 12 "' 11 10 3x6 = 2x4 II 5x6 = 3x8 = 5x6 = 2x4 II Scale=1:74.3 7-9 14 15-0-0 20 6 0 26 0 0 33-2-2 41-" 7-9-14 7-2-2 5�r0 5 6 0 7-2-2 7-9-14 LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (loc) Udefi Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.26 12 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.49 11-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.18 8 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.35 12 >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 REACTIONS. (size) 2=048-0, 8=0-8-0 Max Horz 2=258(LC 10) Max Uplift 2=779(LC 12), 8=779(LC 12) Max Grav 2=1589(LC 1), 8=1589(LC 1) FORCES. (lb) -Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3332/1972, 34=2608/1646, 4-5=2492/1689, 5-6=2492/1689, 6-7=2608/1646, 7-8=3332/1972 BOT CHORD 2-14=1683/3146, 13-14=1683/3146, 12-13=1162/2364, 11-12=1177/2307, 10-11=169813017, 8-1 0=1 698/3017 WEBS 3-14=0/310, 3-13=-839/568, 4-13=169/541, 4-12=224/441, 5-12=328/329, 6-12=224/441, 6-11 =1 69/542, 7-11=-840/568, 7-10=0/310 3x6 = PLATES GRIP MT20 244/190 Weight: 212 lb FT = 20% Structural wood sheathing directly applied, except 2-0-0 oc pudins (3-5-8 max.): 4-6. Rigid ceiling directly applied or 2-2-0 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=6.Opsf; h=15ft; B=45ft; L=41ft; save=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-9-3, Interior(1) 2-9-3 to 15-0-0, Exterior(2) 16-0-0 to 20-6-0, Interior(1) 20-6-0 to 26-0-0, Extedor(2) 26-0-0 to 31-9-9, Interior(1) 31-9-9 to 42-4-0 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. 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 3-641 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 (it --lb) 2=779, 8=779. 8) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL dert 6634 6904 Parke East Blvd. Tampa FL 33610' Date; October 27,2020 ®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 properly incorporate this design into the overall building design. Bracing indicated Is to prevent budding 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 ANSVrMl Quality Cr/brla, DSB-69 and BCSI Building Component 6904 Parke East Blvd. SafafylMormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply GEORGE JR. RES. T21703658 510312 A6 Hip �Qty, 2 1 Job Reference (optional Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Oct 7 2020 MTek Industries, Inc. Tue Oct 2711:21:15 2020 Page 1 ID_v97PdcXg4RhwFePmE6G9gyTpgt-qYD44B88NBRY2YVMuAVgv_Jr6sFyvw3K4fiA5ZyPEO2 11810 17-0-0 24-0-0 29-5-0 34-10-13 41-0-0 213 0 40 613 556 556 700 5-56 556 613 �0 5x6 = 5x6 = 5.00 12 14 13 zr 12 11 3x4 = 3x6 = 5x8 = 5x6 = 3x4 = 3x6 = Scale=1:75.7 17-M 24-0-0 32-2-2 41-0.0 N-14 14 8-2-2 7-0-0 8 2-2 0-9-14 Plate Offsets (X,Y)— [3:0-3-0,0-3-0], [5:0-3-0,0-2-3], [6:0-3-0,0-2-4], [8:0-3-0,0-3-0], [12:0-3-0,0-3-0], [13:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.27 12-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.52 12-13 >950 240 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.17 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.33 12-13 >999 240 Weight: 213lb FT=20% LUMBER- - BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD 5-6: 2x4 SP SS BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD WEBS REACTIONS. (size) 2=048-0, 9=0-8-0 Max Horz 2=289(LC 10) Max Uplift 2=779(LC 12), 9=779(LC 12) Max Grav 2=1589(LC 1). 9=1589(LC 1) FORCES. (lb) -Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3361/1969, 3-4=3123/1859, 4-5=2389/1566, 5-6=2139/1519, 6-7=2399/1573, 7-8=3123/1860, 8-9=3361/1969 BOT CHORD 2-14=-1692/3177, 13-14=1408/2667, 12-13=1044/2136, 11-12=1423/2606, 9-11=1707/3070 WEBS 3-14= 370/322, 4-14=137/490, 4-13=-679/508, 5-13=244/574, 6-12=256/699, 7-12=672/505, 7-11 =1 38/488, 8-11=-070/322 Structural wood sheathing directly applied or 2-7-10 oc purlins, except 2-0-0 oc pudins (3-11-7 max.): 5-6. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 6-13 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=6.Opsf; h=15ft, B=45ft; L=41ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -14-0 to 2-9-3, Interior(1) 2-9-3 to 17-M, Extedor(2)17-0-0 to 22-9-9, Interior(1) 22-9-9 to 24-0-0, Exterior(2) 24-0-0 to 29-9-9, Interior(1) 29-9-9 to 424-0 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. 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 atjoint(s) except Ot=1b) 2=779, 9=779. 8) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn. PE No.22839 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 27,2020 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 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 budding of Individual truss web andlor 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 buss systems, we ANS107P11 quality Cdtada, DSB-89 and SCSI Bulld/ng Component 6904 Parke East Blvd. Safety/Mormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GEORGE JR. RES. T21703659 510312 A7 Hip 2 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Oct 7 2020 MiTek Industries, Inc. Tue Oct 2711:21:16 2020 Page 1 I D:_v9TPdcXg4RhwFePmE6G9gyTpgl-I kmSIX9 m8VZPfh4ZRtOvRCs7XGiEel8TJJR]d7yPE01 140 6 9 3 12-10-10 19-0-0 22-00 2B 1� 34 2-13 41 0-0 2 4 0 6-16 6-1-0 3-0-0 6-1-6 6-1-6 6-9-3 -0-0 5x6 = 5x6 = 5.00 12 Tq 14 zo Za 13 12 zr do rr 5x8 = 3x6 = 5x8 = 3x4 = 5xB = 3x6 = Scale=1:75.7 9-9-14 19 0 0 22-0-0 31-2-2 41-0-0 9-9-14 9-2-2 3-0 0 1 9-2-2 9-9-14 Plate Offsets (X,Y)— [3:0-3-0,0-3-0],[5:0-3-0,072-4],[6:0-3-0,0-2-4],[8:0-3-0,0-3-0],[11:0-4-0,0-3-0],[13:0-4-0,0-3-0],[14:0-4-0,0-3-0] 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) -0.28 11-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.54 11-12 >907 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(CT) 0.13 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.30 12 >999 240 Weight: 219 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-13 oc purlins, BOT CHORD 2x4 SP SS except WEBS 2x4 SP No.2 2-0-0 oc pudins (4-1-8 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 5-3-1 oc bracing. WEBS 1 Row at midpt 6-13 REACTIONS. (size) 2=048-0, 9=0-8-0 Max Horz 2=-321(LC 10) Max Uplift 2=779(LC 12), 9=779(LC 12) Max Grav 2=1589(LC 1),9=1589(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - Al farces 250 (lb) or less except when shown. TOP CHORD 2-3=3318/1865, 3-4=3050/1741, 4-5=2204/1412, 5-0=195511380, 6-7=2201/1410, 7-8=3050/1741, 8-9=3318/1865 BOT CHORD 2-14=1588/3212, 13-14=1269/2606, 12-13=856/1954, 11-12=1284/2498, 9-11=1603/3026 WEBS 3-14=407/360, 4-14=150/619, 4-13=-826/568, 5-13=332/626, 6-12=310/692, 7-12=829/569, 7-11=150/621, 8-11=-407/359 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=6.Opsf; h=15ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 2-9-3, Intedor(1) 2-9-3 to 19-0-0, Extedor(2) 19-0-0 to 27-9-9, Interior(1) 27-9-9 to 42-4-0 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. This item has been 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically Signed and 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 sealed by Finn, Walter, PE will fit between the bottom chord and any other members, with BCDL = 10.Opsf. using a Digital Signature. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=779, 9=779. Printed copies Of this p 8) Graphical puriin representation does not depict the size Or the orientation of the purifn along the top and/or bottom chord. document are not Considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 27,2020 ® 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 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 Quaky Criteria, DSB-89 and BCSI Building Component 6904 Padre East Blvd. Sahtylnformaden available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply GEORGE JR. RES. �Oty T21703660 510312 A8 Common 4 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Oct 7 2020 MTek Industries, Inc. TUB Oct 2711:21:18 2020 Page 1 I D:_v9?PdcXg4RhwFePmE6G9gyTpgl-F7uDj DBOf6p6v7ExZ12NXdxKt4Hf6GXmmdwgityPE07 14-0 7-3 3 13 1 1-10 20-6-0 27-1-6 33 8-13 41-0.0 424-0 4-0 7-3-3 6-7-0 6-7-6 6-7-6 6-7-6 7-3-3 4-0 5x6 = 5.00 3x4 = 5x6 = 5x6 = 3x4 = 3x6 = Scale=1:72.9 3x6 = I� 8-7-1 16-6-6 24 5 10 32-4-15 4IV IV a_; 8 7-1 7-11-4 7-114 7-114 1 Offsets ()(,Y)— [3:0-3-0,0-3-0], [7:0-3-0,0-3-0], [11:0-3-0,0-3-4], [12:0-3-0,0-3-4] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.32 11-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.59 11-12 >829 240 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.16 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.34 11-12 >999 240 Weight: 209 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 8=04" Max Horz 2=-344(LC 10) Max Uplift 2=779(LC 12), 8=779(LC 12) Max Grav 2=1643(LC 17), 8=1643(LC 18) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=3433/1732, 3.4=3320/1742, 4-5=2490/1451, 5-6=2490/1451, 6-7=3321/1742, 7-8=3433/1732 BOT CHORD 2-13=1440/3368, 12-13=1071/2689, 11-12=696/1959, 10-11=1103/2447, 8-10=1456/3111 WEBS 5-11=-436/1027, 6-11=721/540, 6-10=3281767, 7-10=396/361, 5-12=-436/1027, 4-12=-721/540,4-13=328I766, 3-13=-395/361 Structural wood sheathing directly applied or 2-2-8 oc purlins. Rigid ceiling directly applied or 2-2-0 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=6.Opsf; h=15ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -14-0 to 2-9-3, Interior(1) 2-9-3 to 20-6-0, Exterior(2) 20-6-0 to 24-7-3, Interior(1) 24-7-3 to 424-0 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 MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-641 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 at --lb) 2=779, 8=779. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 27,2020 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE MIF7473 rev. 5/1912020 BEFORE USE Design valid for use only with M7ek® 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 property Incorporate this design into the overall building design. Bracing indicated Is to prevent budding 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, we ANS17TP11 Qualify Criteria, DSO-89 and BCSI Building Component 6904 Parke East Btvd. Safelyinknnadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 _ Tampa, FL 36610 Job Truss Truss Type Ply GEORGE JR. RES. T21703661 510312 A9 Hip �Qty 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Oct 7 2020 MiTek Industries, Inc. Tue Oct 2711:21:19 2020 Page 1 ID:_v9TPdcXg4RhwFePmE6G9gyTpgl-jJSbwZCeQQxzW9p87OZc3gUVxUlKrigv?H gNEKyPEO_ 1 4 0 5 9 14 11 0-0 1610-0 22 8-0 30 0-0 35-2-2 41-0-0 42-0 0 �4-0 5-9-14 5-2-2 5-10-0 5-1G-0 7 4 0 5-2-2 5 9 14 4 0 5x6 = 4x4 = 5x6 = 5x6 = 16 15 14 13 12 11 3x6 —_ 2x4 11 3x4 = 5x6 = NOP2X STP = 6x8 = 5x6 = 2x4 II 3x6 = Scale = 1:74.3 5 9 14 11 0 0 1"0-0 22 8 D 30 0 0 35 2-2 41-0-0 19-14 12-2 11. 11. 7-0-0 5 2-2 5-9-14 Plate Offsets (X,Y)- [2:0-0-14,0-0-2], [4:0-3-0,0-2A, [6:0-3-0,0-3-0], [7:0-3-0,0-2-4], [12:0-3-0,0-3-0], [14:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.13 16-19 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.14 12-13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight 211 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-7 oc puffins, BOT CHORD 2x4 SP No.2 except WEBS 2x4 SP No.2 2-0-0 oc pufins (5-6-10 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 4-2-2 oc bracing. WEBS 1 Row at midpt 5-13, 7-13 REACTIONS. (size) 2=0-8-0, 13=0-8-0, 9=0-8-0 Max Harz 2=195(LC 10) Max Uplift 2=774(LC 12). 13=1426(LC 12), 9=233(LC 12) Max Grav 2=753(LC 21), 13=1933(LC 1), 9=624(LC 18) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1292/1961, 3-4=791/1268, 4-5=253/626, 5-6=806/844, 6-7=-806/844, 7-8=443/11, 8-9=944/181 BOT CHORD 2-16=1703/1161, 15-16=1703/1161, 14-15=868/664, 13-14=269/239, 12-13=8/440, 11-12= 68/827, 9-11=68/827 WEBS 3-16=294/221, 3-15=543/907, 4-15=-058/389, 4-14=573/764, 5-14=814/489, 5-13=1253/1775, 6-13=399/424, 7-13=1139/923, 7-12=-104/424, 8-12=-580/473 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=6.Opsf; h=15ft; B=45ft; L=41ft; eave=5ft-, Cat. II; E xp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -14-0 to 2-9-3, Intedor(1) 2-9-3 to 11-0-0, Exterior(2) 11-0-0 to 16-10-0, Interior(1) 16-10-0 to 30-0-0, Exterior(2) 30-0-0 to 35.9-9, Interior(1) 35-9-9 to 42-4-0 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. This Item has been 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically signed and 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 sealed by Finn, Walter, PE will fit between the bottom chard and any other members. using ad DlDi Digital Signature. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jtAb) Printed Pthis 2=774, 13=1426, 9=233. I copies Of 8) Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. document are not Considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn, PE No.22839 J MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 27,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 511912020 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 �s 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 busses and truss systems, sae AHS110TP11 Qua/Xy Cr/teds, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety/rdormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Tress Type Ply GEORGE JR. RES. �Qty T21703662 510312 A10 Hip 1 1 Job Reference (optional) I IDDEMS LUmDer Company, Valm bay, rL - 3ZSU0, d.33U s Uct f zuzu MI I eK Industries, Inc. I us UDt 2f 11:21:U6 ZD2u Page 1 ID:_v9?PdcXg4RhwFePmE6G9gyTpgl-bpAgC61 VUQIpT9JesnrZl5SImEFxlgC??IOBHayPEDB 1-0-0 49 14 9-M 15-1D-0 2241-0 27.4-0 32-" 36-2-2 41-0 0 2 4 0 -0-0 4-9-14 42-2 6-10-0 6-10-0 4-8-0 4-8-0 4-2-2 19-14 -0-0 NO 1 2 5x6 = 5.00 12 4 3x4 = 5x6 = 3x4 = 6x6 = ,a 24_ 25 4 5 6 � 7 28 6 2x4 -Z�- 2x4 12X STP = 3Y3 9 29 NOP2X S1 22 30 0 15 14 13 3x6 __ 3x4 = 5x6 = NOP2X STP = 6x8 = 9-0-0 12 5x8 = fl r 3x6 = Scale = 1:74.3 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017frP12014 CSI. TC 0.68 BC 0.70 WB 0.65 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) . in (loc) I/defi Ud -0.13 12-13 >999 360 -0.27 12-13 >828 240 0.04 10 n/a n/a 0.06 15 >999 240 PLATES GRIP MT20 244/190 Weight: 202lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purling, BOT CHORD 2x4 SP No.2 except WEBS 2x4 SP No.2 2-0-0 oc pudins (6-0-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-13 REACTIONS. (size) 2=0-8-0, 13=0-8-0, 10=0-8-0 Max Horz 2=163(LC 10) Max Uplift 2=-404(LC 12), 13=-840(LC 12), 10=315(LC 12) Max Grav 2=763(LC 21), 13=1889(LC 1), 10=576(LC 18) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1323/912, 3-4=1020/643, 4-5=516/391, 5-6=-470/925, 6-7=-470/925, 7-8=-453/363, 8-9=529/320, 9-10=850/602 BOT CHORD 2-1 5=734/1 261, 14-15=349/895, 13-14=85/503, 10-12=-466/760 WEBS 3-15=-390/421, 4-15=85/400, 4-14=482/301, 5-14=73/420, 5-13=15431967, 6-13=316/304, 7-13=1026/7l % 7-12=349/654, 9-12=-401/443 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=6.Opsf, h=15ft; B=45111; L=41ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-" to 2-93, Interior(1) 2-9-3 to 9-0-0, Exterior(2) 9-0-0 to 14-9-9, Intedor(1) 14-9-9 to 32-0-0, Exterior(2) 32-0-0 to 37-9-9, Interior(1) 37-9-9 to 42-" 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. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This item has been 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 electronically signed and will fit between the bottom chord and any other members. Sealed by Finn, Walter, PE 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at -lb) using a Digital Signature. 2=404,13=840,10=315. 8) Graphical pudin representation does not depict the size or the orientation of the pur in along the top and/or bottom chord. Printed Copies Of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WalterP. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 8904 Parke EastBlvd. Tampa FL 33610 Date: October 27,2020 ® WARNING - Verify design paremet ro and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MTeW 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 All 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 buss systems, see ANSIRPII qualify Criteria, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 r Job Truss Truss Type Ply GEORGE JR. RES. T21703663 510312 All Hip Girder �Qty 1 1 Job Reference (optional) I IbbetIS Lumber i.;ompany, Farm flay, hL - JZUUb, maisu s Vci r LULU MI i ex inausmes, mc. r ue ucl tr r I:c r:VO tutu rage r ID:_v9?PdcXg4RhwFePmE6G9gyTpgl-XCHRco3101YXi rrOzCtl7WXaR2tEmgpIT3VILTyPE09 i1� 0 7-0-0 12-2-11 17-5.5 2241-0 28-0 U 34 0-0 41-0 0 -0 0 7-0-0 5 2-11 5.2-11 5.2-11 5 8 0 5$ 0 7-0 0 l 5.00 f12 6x6 = 4x4 = 5x6 = 7x8 = 5x6 = 6x6 = � 1 0 Scale = 1:74.3 37 16 38 39 15 40 41 14 42 43 13 44 45 46 12 47 48 49 11 50 NOP2X STP = 3x8 11 4x4 = 7x8 = NOP2X STP = 7x8 = 2x4 11 NOP2X STP = 4x6 = 8x8 = 4x6 = 7-0-0 12-2-11 17-SS 22-8-0 28�-0 34-0-0 41-0-0 7-0-0 5-2-11 5-2-11 5-2-11 5-8-0 SA-0 7-0-0 Plate Offsets (X,Y)— [2:0-4-13,0-1-3I, I3:0-3-0,0-2-91, [6:0-4-0,0-4-81, [8:0-3-0,0-2-9], I12:0-4-0,0-4-8], [13:0-2-8,0-5-4], [14:04-0,0.4-8] 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 0.93 Vert(LL) 0.28 15-16 >981 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.24 16-18 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(CT) 0.08 9 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight 250 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except 3-0,6-8: 2x6 SP No.2 2-0-0 oc putting (4-7-11 max.): 3-8. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-7-1 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 4-14, 5-13, 7-13 REACTIONS. (size) 2=0-8-0, 13=0-8-0, 9=0-8-0 Max Horz 2=131(LC 6) Max Uplift 2=1200(LC 8), 13=3083(1_C 8), 9=375(LC 8) Max Grav 2=1454(LC 17), 13=4317(LC 1), 9=995(LC 37) FORCES. (lb) -Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2951/2580, 3-4=2473/2639, 4-5=778/1240, 5-6=1815/2536, 6-7=1815/2536, 7-8=580/0, 8-9=1710/373 BOT CHORD 2-16=2236/2670, 15-16=2204/2623, 14-15=2439/2472, 13-14=969/697, 12-13=0/616, 11 -1 2=1 94/1474, 9-11=200/1508 WEBS 3-16=621/938, 3-15=420/25, 4-15=-492/669, 4-14=1951/1595, 5-14=1403/1557, 5-13=3611/3383, 6-13=625/556, 7-13=3094/1558, 7-12=128/813, 8-12=-1296/905, 8-11=123f719 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=6.Opsf, h=15ft: B=45ft; L=41ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This item has been 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 electronically signed and will fit between the bottom chord and any other members. sealed by Finn, Walter, PE 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atloint(s) except at --lb) using a Digital Signature. 2=1200, 13=3083, 9=375. 8) Graphical puriin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord, Printed p tes of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn, PE No.22839 MiTek USA, Inc. FL Cart 66U 6904 Parke East Blvd. Tampa FL 33610 Date: Continued on page 2 October 27,2020 ®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 MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not e 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, we ANSYM11 Quality Cilturh, DSB-89 and BCSI Building Component 69D4 Parke Fast Blvd. SafetylrAorma6on available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply GEORGE JR. RES. T21703663 510312 All Hip Girder �Qty 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Oct 7 2020 MiTek Industries, Inc. Tue Oct 2711:21:08 2020 Page 2 ID:_v97PdcXg4RhwFePmE6G9gyTpgl-XCHRco3101 YXiTTOzCtl7 WXaR2tEmgpIT3VILTyPE09 NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 71 lb down and 43 lb up at 7-0-0, 71 lb down and 35 lb up at 9-0-12, 71 lb down and 35 lb up at 11-0-12, 71 lb down and 35 lb up at 13-0-12, 71 lb down and 35 lb up at 15-0-12, 71 lb down and 35 lb up at 17-0-12, 71 lb down and 35 lb up at 19-0-12, 71 lb down and 35 lb up at 21-0-12, 139 lb down and 163 lb up at 23-0-12, 139 lb down and 163 lb up at 23-11-4, 139 lb down and 163 lb up at 25-11-4, 139 lb down and 163 lb up at 27-11-4, 139 lb down and 163 lb up at 29-11-4, and 139 lb down and 163 lb up at 31-11-4, and 139 lb down and 171 lb up at 34-0-0 on tap chord, and 386 lb down and 196 lb up at 5-0-12, 210 lb down and 272 lb up at 7-0-12, 210 lb down and 272 lb up at 9-0-12, 210 lb down and 272 lb up at 11-0-12, 210 lb down and 272 lb up at 13-0-12, 210 lb down and 272 lb up at 15-0-12, 210 lb down and 272 lb up at 17-0-12, 210 lb down and 272 lb up at 19-0-12, 210 lb down and 272 lb up at 21-0-12, 85 lb down at 23-0-12, 85 lb down at 23-11-4, 85 lb down at 25-114, 85 lb down at 27-11-4, 85 lb down at 29-11-4, 85 lb dawn at 31-11-4, and 85 lb down at 33-11-4, and 386 lb down and 196 lb up at 35-114 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) 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=54, 3-8=-54, 8-10=54, 2-9=20 Concentrated Loads (Ib) Vert: 3=17(B) 8=110(B) 14=210(B) 16=-210(B) 11=-66(B) 21=17(B) 22=17(B) 23=17(B) 25=17(B) 26=17(B) 27=17(B) 28=17(B) 29=11 O(B) 30=11 O(B) 31=11 O(B) 33=-11 O(B) 35=110(B) 36=11 O(B) 37=-386(B) 38=21 O(B) 39=21 O(B) 40=21 O(B) 41=21 O(B) 42=21 O(B) 43=210(B) 44=66(B) 45=66(B) 46=-06(B) 47=-66(B) 48=66(B) 49=-66(B) 50=386(B) ®WARNING - Vedty 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 MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, note 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 budding 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 buss systems, see ANSYTP11 QualBy Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safafyinformedon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qry Ply GEORGE JR. RES. T21703664 510312 B1 Hip Girder 1 1 Job Reference (optional) ribbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Oct 7 2020 MiTek Industries, Inc. Tue Oct 2711:21:20 2020 Page 1 ID_v97PdcXg4RhwFePmE6G9gyTpgl-BVOzBvCHBj3g8JOKgi5rc21 ietyaalG3ExPxlmyPE?z 3-9-14 7-M 13-0-0 16-2-2 2 -M 2IV 1�1-0 3-9-14 3-2-2 6-0-0 3-2-2 3-114 1�4-0 CJ 5x6 = 6x6 = Scale = 1:36.9 NOP2X STP = 7x8 = 3x4 = NOP2X STP = 4x6 = 4x6 = 7-0-0 13-" 20-0-0 7-" 6-G-0 7-0-0 Plate Offsets (X,Y)— [2:0-3-9,0-1-3],[5:0-3-0,0-2-9], [7:0-3-9,0-1-3],[10:0-",0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.13 9-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.24 9-14 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.17 9-14 >999 240 Weight 115 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-10-14 oc purlins, 4-5: 2x6 SP No.2 except BOT CHORD 2x6 SP No.2 2-0-0 oc purlins (3-8-2 max.): 4-5. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-2-3 oc bracing. REACTIONS. (size) 2=048-0, 7=04" Max Harz 2=-11 O(LC 23) Max Uplift 2=767(LC 8). 7=767(LC 8) Max Grav 2=1649(LC 1), 7=1549(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3316/1499, 3-4=3102/1370, 4-5=2804/1299, 5-6=3100/1371, 6-7=-3315/1499 BOT CHORD 2-1 0=1 288/3060, 9-1 0=1 09712801, 7-9=1288/3059 WEBS 3-10=257/205, 4-10=947724, 5-9=95/723, 6-9=258/204 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=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • 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 at --lb) This item has 2=767, 7=767. been 8) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord. electronically Signed and 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 139 lb down and 168 lb up at sealed by Finn, Walter, PE 7-0-0, 139 lb down and 163 lb up at 9-0-12, and 139 lb down and 163 lb up at 1D-11-4, and 139 lb down and 168 lb up at 13-0-0 on using a Digital Signature. top Chord, and 386 lb down and 196 lb up at 5-0-12, 85 lb down at 7-0-12, 85 lb down at 9-0-12, 85 lb down at 10-11-4, and 85 lb down 12-11-4, 386 lb down 196 lb Printed copies of this at and and up at 14-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. document are not Considered 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). signed and Sealed and the LOAD CASE(S) Standard signature must be verified 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 on any electronic copies. Uniform Loads (pit) Walter P. Finn PE No.22839 Vert: 1-4=54, 4-5=54, 5-8=-54, 2-7=20 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: Continued on page 2 October 27,2020 ®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 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 property Incorporate this design into the overall building design. Bracing indicated is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW 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 busses and buss systems, see ANS8TPH Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafolylMormaBon available from Truss Plate institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply GEORGE JR. RES. T21703664 610312 B1 Hip Girder �Qty 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Oct 7 2020 MiTek Industries, Inc. Tue Oct 27 11:21:20 2020 Page 2 ID_v97PdcXg4RhwFePmE6G9gyTpgl-BVOzBvCHBj3g8JOKgj5m21 ietyaalG3ExP)dmyPE?z LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-110(B) 5=110(B) 10=66(121) 9�66(B) 15=110(B) 16=110(B) 17=386(B) 18=-66(B) 19=-66(B) 20=386(B) ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 mv. 51192020 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 thus 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 budding 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 Criteds, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetylMorrnadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tamps, FL 36610 Jab Truss Truss Type city Ply GEORGE JR. RES. T21703665 510312 B2 Hip 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Oct 7 2020 MiTek Industries, Inc. Tue Oct 27 11:21:21 2020 Page 1 ID_v97PdcXg4RhwFePmE6G9gyTpgl-fiaLLFDvy1 BhmTzWERc48FZwhHNDJkyCSa9UICyPE?y 1 4 0 4-9-14 9-0-0 11-0-0 15 2-2 20-M 21 4-0 ' 4-9-14 4-2-2 2-0-0 4-2-2 4-9-14 1-0-0 5x6 = 5x6 = Scale = 1:36.9 4x4 = 5x8 = 3x4 = 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.13 9 16 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.28 9-16 >850 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.07 10 >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 REACTIONS. (size) 2=0-8-0, 7=041-0 Max Hors 2=137(LC 10), Max Uplift 2=-430(LC 12), 7=-430(LC 12) Max Grav 2=812(LC 1), 7=812(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1451/952, 3■1=11=707, 4-5=984/710, 5-6=1131f703, 6.7=1450/952 BOT CHORD 2-1O=769/1324, 9-10=-430/984, 7-9=-788/1324 WEBS 3-10=372/388, 4-10=116/292, 5-9=103/295, 6-9=378/391 PLATES GRIP MT20 244/190 Weight 96 lb FT = 20% Structural wood sheathing directly applied or 4-6-15 oc pudins, except 2-0-0 oc purlins (5-11-5 max.): 4-5. Rigid ceiling directly applied or 6-7-1 cc 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=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -14-0 to 1-8-0, Interior(1) 1-8-0 to 9-M, Exterior(2) 9-0-0 to 15-4-5, Interior(1) 15-4-5 to 21-4-0 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) Al 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 (It=1b) 2=430, 7=430. 8) Graphical pudin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. �a This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn. PE No.22839 MiTek USA, Inc: FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 27,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MII.7473 rev. 5/192020 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 budding of individual truss web andlor 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 ANSM11 Quality Cdtwla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lMonnation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type aty Ply GEORGE JR. RES. T21703666 510312 B3 Common 4 1 Job Reference o tional Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Oct 7 2020 MiTek Industries, Inc. Tue Oct 2711:21:22 2020 Page 1 ID_v97PdcXg4RhwFePmE6G9gyTpgl-7u8jYbEXJWYOcYjo87JhT64jhfC2ABMhEulqfyPE7u 1 4 0 5314 10-0.0 14-8-2 20-0-0 21-0 0 1 4 0 5-3-14 4-8-2 4-8-2 5-3-14 1 4 0 Scale = 1:36.3 4x4 = Ig 4x4 = Sx8 = 4x4 = 1 D-" 10-0-0 Plate Offsets(X,Y)— [2:0-1-14,Edge],[8:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.16 8-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.34 B-11 >705 240 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.07 8-11 >999 240 Weight: 87 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-10 oc putting. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 2=04", 6=043-0 Max Horz 2=150(LC 10) Max Uplift 2=-430(LC 12), 6=-430(LC 12) Max Grav 2=812(LC 1), 6=812(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown._ TOP CHORD 2-3=1421/828, 3-4=1061/595, 4-5=1061/595, 5-6=1421/828 BOT CHORD 2-8=-637/1294, 6-8=668/1294 WEBS 4-8=178/572, 5-8=424/390, 3.8=-423/390 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=6.Opsf; h=15ft; B=45ft: L=24ft; eave=4f : Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -14-0 to 1-8-0, Interior(1) 1-8-0 to 10-0-0, Exterior(2) 10-0-0 to 13-0-0, Interior(1) 13-0-0 to 214-0 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 MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' 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 at --lb) 2=430, 6=430. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn. PE No.22839 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33010 Date: October 27,2020 ® WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE Mll-7473 rev. 511912020 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 aways roqulred 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 ANSYTP/1 Qualify C~a, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sdafy informagon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply GEORGE JR. RES. T21703667 510312 B4 Common �Qty 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Oct 7 2020 MTek Industries, Inc. Tue Oct 2711:21:23 2020 Page 1 ID_v97PdcXg4RhwFePmE6G9gyTpgl-b4h5mwF9UeRP7m6vMseYEgfFC57NndMVwuebM5yPE?w 1-0-0 5.3-14 10-M 14-8-2 20-0-0 1 4 0 5.3-14 441-2 441-2 5-3-14 Scale = 1:35.4 4x4 = Io 4x4 = 5x8 = 4x4 = 10-" 20-0-0 10-" 10-M Plate Offsets (X,Y)— [6:0-1-14,Edge], [7:0-4-0,0-3-0] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.16 7-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.34 7-10 >696 240 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Wind(ILL) 0.10 7-10 >999 240 Weight: 85lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-12 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 6=048-0, 2=0-8-0 Max Horz 2=148(LC 11) Max Uplift 6=328(LC 12), 2=-434(LC 12) Max Grav 6=738(LC 1), 2=814(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1427/856, 3-4=1068/605. 4-5=1069/627, 5-6=1437/878 BOT CHORD 2-7=719/1300, 6-7=719/1311 WEBS 4-7=208/574, 5-7=-435/400, 3-7=-423/389 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=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -14-0 to 1-8-0, Interior(1) 1-8-0 to 10-0-0, Exterior(2) 10-0-0 to 13-0-0, Interior(1) 13-0-0 to 20-0-0 zone; cantilever left and right exposed ;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • 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 at --lb) This item has been 6=328, 2=434. electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: October 27,2020 A WARNING - Verify design parameters and REND NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5119/2020 BEFORE USE. �° Design valid for use only wM 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 pmpedy Incorporate this design into the overall �t A building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iVliTek` fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DS8-89 and SCSI Building Component 6904 Parke East Blvd. SataylMormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply GEORGE JR. RES. T21703668 510312 B5 Common �Qty 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Oct 7 2020 MiTek Industries, Inc. Tue Oct 2711:21:24 2020 ID_v97PdcXg4RhwFePmE6G9gyTpgl-3HFUzGFnFyZGdwh5vZ9nmuBQyVLcW4ce8YN8w 1-0 0 5-3-14 10-0-0 14-8-2 _ 20.0.0 1-4-0 5-3.14 4-8-2 4-8-2 ` 5-3-14 Scale =1:34A 4x4 = 4x4 = 5x8 = 44 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (loc)' I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.16 7-10 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.34 7-10 >696 240 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix -MS Wind(LL) 0.10 7-10 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (sae) 6=Mechanical, 2=0-8-0 Max Horz 2=148(LC 11) Max Uplift 6=328(LC 12), 2=-434(LC 12) Max Grav 6=738(LC 1), 2=814(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1427/856, 3-4=1068/605, 4-5=1069/627, 5-6=1437/878 BOT CHORD 2-7=719/1300, 6-7=719/1311 WEBS 4-7=208/574, 5-7=-435/400, 3-7=-423/389 PLATES GRIP MT20 244/190 Weight 85 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 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=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -14-0 to 148-0, Interior(1) 1-8-0 to 10-0-0, Exterior(2) 10-0-0 to 13-0-0, Interior(1) 13-0-0 to 20-M 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) Al plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' 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) except at --lb) 6=328, 2=434. I¢ 0 This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn. PE No.22839 MiTek USA, Inc' FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 27,2020 ® WARNING- Verify dasign parameters and READ NOTES ON THIS AND INCLUDED MITEx 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 inmrporato 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, we ANSb7PH quality CrHerfe, DSB-89 and BCSI Buffeting Component 6904 Parke East Blvd. SaPolylMurmadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GEORGE JR. RES. T21703669 510312 86 Roof Special 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Oct 7 2020 MiTek Industries, Inc. Tue Oct 27 11:21:25 2020 Page 1 ID:_v97PdcXg4RhwFePmE6G9gyTpgl-XTpsBcGPOGh7F4GHTGgOJ5kVyuiQFSVoNC7iRyPE7u -1-4-0 5314 10-0-0 17-4-0 , 20.0-0 , 1-0-0 5314 4-8-2 7-4-0 2-8-0 Scale=1:36.2 4x6 = 7 4x4 = 5x8 = 4x6 = 3x6 I 10-M i 17.4-0 20-0-0 10-M 7-"230 LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (loc) I/defi L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.19 9-12 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.40 9-12 >600 240 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(ILL) 0.10 8-9 >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 REACTIONS. (size) 7=Mechanical, 2=0-8-0 Max Horz 2=134(LC 11) Max Uplift 7=-328(LC 12), 2=430(LC 12) Max Grav 7=732(LC 1), 2=809(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1401/829, 3-4=1059/610, 4-5=1083/596, 5-6=1561/888, 6-7=692/410 BOT CHORD 2-9=783/1275, 8-9=-830/1485 WEBS 3-9=413/358, 4-9=1061515, 5-9=595/400, 5-8= 605/467, 6-8=945/1663 PLATES GRIP MT20 244/190 Weight: 94 lb FT = 20% Structural wood sheathing directly applied or 2-2-0 oc pudins, except end verticals, and 2-0-0 oc pudins (4-6-4 max.): 5-6. Rigid ceiling directly applied or 6-4-14 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=6.Opsf; h=15tt; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -14-0 to 1-8-0, Interior(l) 141-0 to 10-0-0, Extedor(2) 10-0-0 to 13-0-0, Intedor(1) 13-0-0 to 19-10-4 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 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 pelf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf an 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) 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 at --lb) 7=328, 2=430. 9) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22639 MiTek USA, Inc. FL tort 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 27,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 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 budding 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 busses and truss systems, we ANSM11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. SafalylMormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GEORGE JR. RES. T21703670 510312 B7 Roof Special 1 1 Job Reference (optional) Tibbetts Lumber Company, " Palm Bay, FL - 32905, 5314 4-8-2 8.330 s Oct 7 2020 MTek Industries, Inc. Tue Oct 27 1121:25 2020 Page 1 I D:_v97PdcXg4RhwFePmE6G9gyTpgl-XTpsBcG POGh7F4GHTGgOJ5kaSulfFVeoNC7iRyPE?u 4x6 11 Scale=1:36.2 Sufi = 7 3x4 = 4x8 = 3x6 I 7-11-14 15-4-0 20 0 0 7-11-14 7-4-2 4 &0 Plate Offsets (X,Y)— [2:0-1-2,Edge], [5:0-3-0,Edge], [9:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.08 9-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.18 9-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horc(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.09 8-9 . >999 240 Weight: 97 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-15 cc purtins, BOT CHORD 2x4 SP No.2 except end verticals, and 2-0-0 cc pudins (4-8-14 max.): 5-6. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-12 cc bracing. REACTIONS. (size) 7=Mechanical, 2=0-8-0 Max Harz 2=150(LC 12) Max Uplift 7=331(LC 12), 2=-426(LC 12) Max Grav 7=732(LC 1), 2=809(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1430/817, 3-4=1193/672, 4-5=1472/865, 5-6=136W774, 6-7=687/455 BOT CHORD 2-9=822/1297, 8-9=506/878 WEBS 3-9=332/329, 4-9=130/441, 4-8=314/578, 5-8=809/596, 6-8=808/1444 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=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -14-0 to 1-8-0, Interior(1) 1-8-0 to 10-0-0, Extedor(2) 10-0-0 to 13-0-0, Interior(1) 13-0-0 to 19-10-4 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 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 3-64) tall by 2-0-0 wide will fit between the bottom chard and any other members. This has been 7) Refer to girder(s) for truss to truss connections. Item 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at --lb) electronically signed and 7=331, 2=426. sealed by Finn, Walter, PE 9) Graphical puriin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 27,2020 ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameter; 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 ANSOP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely inlormatron available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GEORGE JR. RES. T21703671 510312 B8 Roof Special 1 1 Job Reference (optional) ribbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Oct 7 ZU20 MI I eK mdusmes, Inc. I Lie Oct 21 1 1:21zti zuzu rage 1 I0_v97PdcXg4RhwFePmE6G9gyTpgl-OfNEOyH1nZp_sErU1_BFrJHi117v t4xcssFzQyPE7t 1� 0 5.3-14 1D-0-0 13-0-0 20.0-0 1 4-0 6314 4-8-2 3-0-0 6-841 Scale=1:36.2 4x4 = 5x6 = 3x10 = 3x4 = 3x6 II 6-11-14 13-" 2040-0 6-11-14 6-4-2 6-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.07 7-8 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.14 7-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017(rP12014 Matrix -MS Wind(LL) 0.08 8-9 >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 REACTIONS. (size) 7=Mechanical, 2=0-8-0 Max Horz 2=195(LC 12) Max Uplift 7=-337(LC 12), 2=421(LC 12) Max Grav 7=732(LC 1), 2=809(LC 1) FORCES. (lb) -Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=14431807, 3-4=1278/736, 4-5=1302f789, 5-6=12061712, 6-7=667/486 BOT CHORD 2-9=859/1307, 8-9=539/865 WEBS 3-9=300/312, 4-9=216/464, 4-8=277/518, 5-8=758/591, 6-8=732/1250 PLATES GRIP MT20 244/190 Weight: 100 lb FT = 20% Structural wood sheathing directly applied or 4-8-8 cc puriins, except end verticals, and 2-0-0 cc pudins (4-0-3 max.): 5-6. Rigid ceiling directly applied or 6-4-2 cc 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=6.Opsf; h=1S t; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 10-0-0, Exterior(2) 10-0-0 to 13-0-0, Interior(1) 13-0-0 to 19-10-4 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 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. 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=1b) 7=337, 2=421. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 0 This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn. PE No.22839 lWiTak USA, Inc. FL Cart 6634 6904 Parke EastBlvd. Tampa FL 33810 Date: October 27,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 511912020 BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building componerrt, 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 i1AiTek° 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 buss systems, see ANS117PH Quality Crlteda, DSB49 and BCSI Building Component 6904 Parke Fast Blvd. Safatyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply GEORGE JR. RES. T21703672 510312 C1 Hip Girder 1 1 Job Reference o tional Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Oct 7 ZUZU MI I eK Industries, Inc. I ue Uct Z/ I I:Z1:Zf ZUZU Page 1 I D:_v9?PdcXg4RhwFePmE6G9gyTpgl-UsxccllgYtxrUOQgbhjUO Wp??iZzJU F5rWcoVsyPE?s 1 4-0 2-0-0 4-0-0 6-0-0 7 4 0 1 4 0 2 0 0 2-0-0 2-0-0 1 4 0 Scale=1:16.5 44 = 4x4 = 2x4 = 2x4 = 2-0-0 2-0-0 4 0-0 2-0-0 6-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Excepr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except 3-4: 2x6 SP No.2 2-0-0 oc pudins (6-0-0 max.): 3-4. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=44(LC 7) Max Uplift 2=319(1_C 8), 5=319(LC 8) Max Grav 2=332(LC 39), 5=353(LC 37) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=528/306, 3-4=-462/279, 4-5=528/302 BOT CHORD 2-8=239/529, 7-8=230/512, 5-7=239/529 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=6.Opsf,, h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . 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=1b) 2=319, 5=319. 8) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. This Item has been 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 168 lb down and 73 lb up at electronically signed and 2-04), and 168 lb down and 73 lb up at 4-0-0 on top chord, and 134 lb down and 71 lb up at 2-M, and 134 lb down and 71 lb up at sealed by Finn, Walter, PE 3-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. using a Digital Signature. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Printed Copies Of this LOAD CASE(S) Standard document are not considered 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signed and sealed and the Uniform Ldads,(plf) signature must be verified Vert: 1-3=54, 34=54, 4-6=54, 9-12=20 Concentrated Loads (lb) on an electronic copies. y p Vert: 3=63(F) 4=63(F) 8=17(F) 7=17(F) Walter P. Finn. PE No.22839 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 27,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/1912020 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, notLei a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall t� l� building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing i1AiTek` 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 ANSL17PIl Qua/Hy CrlteAa, 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 Ply GEORGE JR. RES. T21703673 510312 C2 Common �Qty 2 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905. 8.330 s Oct 7 2020 MiTek Industries, Inc. Tue Oct 2711:21:28 2020 Page 1 ID_v97PdcXg4RhwFePmE6G9gyTpgl-y2V—peJIJB3i6X7s8PEjwkM946uuSxLE3ALM1 IyPE?r 1� 0 3-0.0 6-D-0 7-" 1-0 0 3-0-0 3.0-0 14-0 Scale=1:16.2 4x4 = 3x4 = 3x4 = 3-0-0 6-0-0 3-0-0 3-0-0 Plate Offsets MY)— [2:0-1-14,0-0-2] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.02 6-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.01 6-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Weight: 25lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-3-2 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 4=048-0 Max Hors 2=57(LC 11) Max Uplift 2=314(LC 12), 4=314(LC 12) Max Grav 2=294(LC 1), 4=294(LC 1) FORCES. (lb) -Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=284/653, 3-4=284/654 BOT CHORD 2-6=-474/238, 4-6= 474/238 WEBS 3-6=306/126 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=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -14-0 to 1-8-0, Interior(1) 1-8-0 to 3-0-0, Extedor(2) 3-0-0 to 6-0-0, Intedor(1) 6-0-0 to 7-4-0 zone; cantilever left and right exposed ; porch left exposed;C-C far members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • 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 at --lb) 2=314, 4=314. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 'Date: October 27,2020 ®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 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 budding 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 buss systems, we ANSM11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Slaty lMormallon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply GEORGE JR. RES. T21703674 510312 CA �Qty Comer Jack 14 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905. 8.330 s Oct 7 2020 MTek Industries, Inc. Tue Oct 2711:21:29 2020 Page 1 ID_v9?PdcXg4RhwFePmE6G9gyTpgl-QE3N0_Jw4UC4ha3i6lyTxvLiWGgBOINIg5valyPE7q -1-" 1-0-0 3x4 = 1-0-0 1-0-0 LOADING (PSI SPACING- 2-0-0 CSI. DEFL in (loc) Vdefi L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.19 Vert(LL) 0.00 5 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) -0.00 5 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4--Mechanical Max Horz 2=68(LC 12) Max Uplift 2=187(LC 12), 4=12(LC 1) Max Grav 3=17(LC 12), 2=157(LC 1), 4=39(LC 12) FORCES. (lb) -Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale =1:6.7 PLATES GRIP MT20 2441190 Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0.oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4f ; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(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) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • 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) 4 except (jtAb) 2=187. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: October 27,2020 ® 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 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, we ANSYTIR11 qualify Crilede, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Irilormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 211601 Tampa, FL 36610 Job Truss Truss Type Ply GEORGE JR. RES. T21703675 510312 CJ3 Comer Jack �Qty 8 1 Job Reference (optional) ribbetts Lumber Company, Palm Bay, FL - 32905, -1-4-0 2x4 = 8.330 s Oct 7 2020 MiTek Industries, Inc. Tue Oct 27 11:21:29 2020 Page 1 ID:_v91PdcXg4RhwFePmE6G9gyTpgl-QE3N0_Jw4UCZjha3i6lyTxvLiWFxBO1 Nlg5valyPE7q 3.0.0 3-0-0 Scale = 1:10.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.00 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 4-7 >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 Matlix-MP Wind(LL) 0.00 4-7 >999 240 Weight: 12lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=111(LC 12) Max Uplift 3=-48(LC 12), 2=159(LC 12) Max Grav 3=63(LC 17), 2=197(LC 1), 4=50(LC 3) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15f , B=45ft: L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-11-4 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) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' 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) 3 except at --lb) 2=159. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this. document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn. PE No.22839 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: October 27,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MTekG 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 A building design. Bracing Indicated is to prevent buckling of individual truss web anMOW dlor chord members only. Additional temporary and permanent bracing Y OW 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, we ANSIrrPH Quality Crfferla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SalelylMormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 2116011 Tampa, FL 36610 Job Truss Truss Type Ply GEORGE JR. RES. T21703676 510312 CJ3P Comer Jack �Qty 2 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 TCDL 7.0 Lumber DOL 1.25 BC 0.15 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017rrP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=111(LC 12) Max Uplift 3=-59(LC 12), 2=215(LC 12), 4=39(LC 9) Max Grav 3=61(LC 1), 2=197(LC 1), 4=50(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.330 s Oct 7 2020 MTek Industries, Inc. Tue Oct 2711:21:30 2020 Page 1 ID:_v9?PdcXg4RhwFePmE6G9gyTpgl-uRdIEKKYgoKPLr9FGgGBO8RWSvaFwrt DIXUgS6ByPE?p 3-0-0 3-0.0 Scale=1:10.9 DEFL in (loc) Vdefl L/d PLATES GRIP Vert(LL) 0.01 4-7 >999 240 MT20 244/190 Vert(CT) -0.01 4-7 >999 240 Horz(CT) -0.00 3 n/a n/a Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M Do bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust)'Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=4511; L=24ft; eave--4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-11-4 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 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' 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) 3, 4 except at --lb) 2=215. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn. PE No.22839 MTek USA, Inc. FL Cart 6634 6904 Parke EastBlvd. Tampa FL 33610 Date: October 27,2020 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5H92020 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 t�t //�� 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, we ANSU7PI1 Quality C~a, DSB.89 and SCSI Building Component 6904 Parke East Blvd. Safety Intbimadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GEORGE JR. RES. - T21703677 510312 EJ2 Jack -Open Structural Gable 2 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Oct 7 2020 MiTek Industries, Inc. TUB Oct 27 11:21:312020 Page 1 ID_v9?PdcXg4RhwFePmE6G9gyTpgl-MdA7RgLAb6SGz?kRgXnQYM_hCJy3flXglBaOedyPE?o -14-0 2.0.0 1-4-0 2-0-0 Scale = 1:8.6 3x4 = 2-0-0 2-M Plate Offsets (X,Y)— [2:0-1-14,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 7 >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 -MP Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc, purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=048-0, 4=Mechanical, 3=Mechanical Max Horz 2=90(LC 12) Max Uplift 2=198(LC 12), 4=24(LC 9), 3=29(LC 12) Max Grav 2=170(LC 1), 4=31(LC 3), 3=34(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=15ft; B=45ft; L=24ft; eave--4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 1-11-14 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 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) All plates are MT20 plates unless otherwise indicated. 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. 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 atjoint(s) 4, 3 except at--Ib) 2=198. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn. PE No.22839 Mi rek USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33810 Date: October 27,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-7473 rev. 51192020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameter: 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 t� A ■ building design. Bracing Indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing I VliTeks 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, we ANSI/TPI1 Quallly Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorr, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply GEORGE JR. RES. T21703678 510312 � EJ5 Jack -Open 5 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Oct 7 2020 MTek Industries, Inc. Tue Oct 27 11:21:312020 Page 1 ID:_v97PdcXg4RhwFePmE6G9gyTpgl-MdA7RgLAb6SGz7kRgXnQYM_e JgGflXg18aOedyPE7o 1� U 5-0-0 1� 0 5-0-0 Scale=1:15.0 3x4 = 5-0-0 Plate Offsets (X,Y) - [2:0-0-10,Edge[ LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.13 4-7 >454 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.05 4-7 >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 -MP Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=156(LC 12) Max Uplift 3=114(LC 12), 2=267(LC 12), 4=71(LC 12) Max Grav 3=113(LC 1), 2=264(LC 1), 4=87(LC 3) FORCES. (lb) -Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eaves ft, Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -14-0 to 1-8-0, Interior(1) 1-8-0 to 4-11-4 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 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This buss 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 buss to truss connections. 6) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 4 except at --lb) 3=114, 2=267. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn. PE No.22839 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 27,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 61192020 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" Ia 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 busses and truss systems, see ANSLITP11 QualNy Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. SaferylMarmadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply GEORGE JR. RES. T21703679 510312 EJ7 Jack -Open 15 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Oct 7 2020 MiTek Industries, Inc. Tue Oct 27 11:21:32 2020 Page 1 ID_v97PdcXg4RhwFePmE6G9gyTpgl-gpkVr7MoMPa7a9JeNElf5ZWhHj7nOlnq_oJZA4yPE7n 1 4 0 7-0-0 1 4 0 7-0.0 Scale=1:19.0 3x4 = 7-" 7-0-0 Plate Offsets (X,Y)— [2:0-1-14,0-0-2] 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 0.87 Vert(LL) -0.10 4-7 >871 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.22 4-7 >385 240 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 -MS Wind(LL) 0.18 4-7 >466 240 Weight: 24 lb FT = 20%, LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=201(LC 12) Max Uplift 3=147(LC 12), 2=191(LC 12) Max Grav 3=168(LC 17), 2=336(LC 1), 4=125(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=6.Opsf, h=15ft; B=45ft; L=24ft; eave=oft Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -14-0 to 1-8-0, Interior(1) 1-8-0 to 6-114 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) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • 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 at --lb) 3=147, 2=191. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East'Blvd. Tampa FL 33610 Date: October 27,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511=020 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 budding of individual truss web,andfor 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, we ANSVIPII Quality Crkerla, 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 Ply GEORGE JR. RES. �Qty T21703680 510312 EVA Jack -Open 3 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Oct 7 2020 MiTek Industries, Inc. Tue Oct 2711:21:32 2020 Page 1 ID_v97PdcXg4RhwFePmE6G9gyTpgl-qpkVflMoMPa7a9JeNElf5ZWhj7701nq_oJZA4yPE?n 7-M 3x4 = LOADING (psi) SPACING- 2-0-0 CS1. DEFL in ([cc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.11 3-6 >768 360 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.23 3-6 >357 240- BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.19 3-6 >435 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=046-0, 2=Mechanical, 3=Mechanical Max Horz 1=155(LC 12) Max Uplift 1=-62(LC 12), 2=152(LC 12) Max Grav 1=257(LC 1), 2=171(LC 17), 3=126(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. - Al forces 250 (lb) or less except when shown. Scale=1:18.8 PLATES GRIP MT20 244/190 Weight: 22 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc pudins. BOT CHORD Rigid ceiling directly applied or 10-M cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave--4ft: Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 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 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • 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) 1 except at --lb) 2=152. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn. PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 27,2020 A WARNING- Verify design parametare and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 e` 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 budding of individual buss web and/or chord members only. Additional temporary and permanent bracing iviiTek° 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 ANSWPl1 Cualily Criteria, DSB-89 and SCSI Building Componant 6904 Parke East Blvd. SahtylMormation available from Truss Plate Instilde, 2670 Crain Highway, Suite 203 Waldorf, MD 211601 Tampa, FL 36610 Job Truss Truss Type City Ply GEORGE JR. RES. T21703681 510312 EJ7P Jack -Open 8 1 Job Reference (optional) I-ibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Oct 7 2020 MiTek Industries, Inc. Tue Oct 27 11:21:33 2020 Page 1 I D:_v9?PdcXg4RhwFePmE6G9gyTpgl-101tsLMQ7j i_CJtgxyqudn3w47Rv7BR2DS37j WyPE?m -1-0-0 4-8-12 7-0.0 1-4-0 4$ 12 2 3 4 44 = 3x4 =5 Scale=1:19.8 7-M 7-M Plate Offsets (X,Y)— [2:0-0-10,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vclefi Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.31 6-9 >273 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.16 6-9 >513 240 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 28lb 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 5-1-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (sae) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=201(LC 12) Max Uplift 4=-19(LC 12), 2=325(LC 12), 5=-252(LC 12) Max Grav 4=35(LC 17), 2=336(LC 1), 5=230(LC 1) FORCES. (lb) -Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 2-6=422/191 WEBS 3-6=261/576 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-" to 1-8-0, Intedor(1) 1-8-0 to 6-11-4 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 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • 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) 4 except at --lb) 2=325, 5=252. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn. PE No.22839 Wall USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 27,2020 ® 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 properly incorporate this design Into the overall building design. Bracing Indicated is to prevent budding 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 busses and truss systems, see ANSIRPH Quality Crllerls, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sarelyinformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type I Qty ply GEORGE JR. RES. T21703682 510312 H1 Half Hip Girder 4 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Oct 7 2020 MTek Industries, Inc. Tue Oct 27 11:21:34 2020 Page 1 ID:_v97PdcXg4RhwFePmE6GggyTpgl-nCsG4hN3ul grgSSOVtL7A_cBD(vRseQ7S6ogFyyPE71 1-0-0 5-M 7-0-0 1-0 0 5-0-0 2-0.0 Scale=1:16.5 4x4 = 4x4 = 2x4 = - 2x4 II 5-0-0 i 7-0-0 5-0-0 2-" LOADING (psf) SPACING- 2-M _ CSI. DEFL in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.02 6-9 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.03 6-9 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.02 6-9 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 3-1: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.2 REACTIONS. (size) 5=Mechanical, 2=0-8-0 Max Horz 2=153(LC 8) Max Uplift 5=355(LC 8), 2=300(LC 8) Max Grav 5=406(LC 1), 2=394(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-430/301, 34=371/328, 4-5=-411/361 BOT CHORD 2-6=314/359 WEBS 4-6B59/525 PLATES GRIP MT20 244/190 Weight 34 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3.4. Rigid ceiling directly applied or 10-M 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=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft,, Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 7) 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 at --lb) 5=355, 2=300. 9) Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 216 lb down and 301 lb up at 5-0-0 on top chord, and 115 lb down and 209 lb up at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 5-7=20 Concentrated Loads (lb) Vert 3=132(B) 6=-89(B) This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cert 6634 6604 Parke EastBlvd. Tampa FL 33810, Date: October 27,2020 A WARNING -Verify design parameters and HEAD NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rov. 5/792020 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 vedry the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW 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 ANSeTPl1 Qua/Hy Cdlerfa, DSB-89 and SCSI Building Component 6904 Parke Fast Blvd. Satbtylnlormadon available from Truss Plate Institute, 2670 Gain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply GEORGE JR. RES. T21703683 510312 H2 Half Hip Girder �Qty 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 329U5, 8.330 S Oct 7 2UZU MI I elt Industries, Inc. I ue Oct 27 11121:35 2UZU Page 1 ID_v97PdcXg4RhwFePmE6G9gyTpgl-FOQeH1 OhfKyiRclC3NsM)C8MEwFgb5gGgmYDnOyPE?k 741-0 Scale=1:16.5 4x4 = 4x4 = 2x4 = 3x6 II 5-0-0 12-0-0 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 0.25 Vert(LL) 0.05 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.03 6-9 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 34lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 3-4: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.2 REACTIONS. (size) 5=Mechanical, 2=0-8-0 Max Horz 2=153(LC 25) Max Uplift 5=-422(LC 8), 2=405(LC 8) Max Grav 5=406(LC 1), 2=394(LC 1) FORCES. (Ib) -Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3="430/366, 34=371/391, 4-5=-411/423 BOT CHORD 2-6=379/359 WEBS 4-6=553/525 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. Rigid ceiling directly applied or 9-3-0 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=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' 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) 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 at --lb) 5=422, 2=405. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 216 lb down and 301 lb up at 5-0-0 on top chord, and 115 lb down and 209 lb up at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-3=54, 34=54, 5-7=20 Concentrated Loads (lb) Vert: 3=132(F) 6=-89(F) This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn. PE No.22839 MiTek USA, Inc. FL Cart 6634. 6904 Parke EastBlvd. TampaPL 33610 Date: October 27,2020 ® 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 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 property Incorporate this design into the overall building design. Bracing Indicated is to prevent budding of individual buss web and/or chord members only. Additional temporary and permanent bracing MOW 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 busses and truss systems, see ANSI77PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sa/ety6r/ormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply GEORGE JR. RES. T21703684 510312 HJ2 Diagonal Hip Girder �Qty 2 1 Job Reference (optional) I-ibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Oct 7 2020 MiTek Industries, Inc. Tue Oct 27 11:21:36 2020 Page 1 ID_v97PdcXg4RhwFePmE6G9gyTpgkja_OUNPJQe4Z3mcPc4NbFPhWkKcFIQmPvQHnJryPE?j -1-10-10 2-9-3 1-10-10 2-9-3 Scale = 1:9.2 2x4 = 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 TCDL 7.0 Lumber DOL 1.25 BC 0.24 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 BCDL 10.0 Code FBC20171rP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=88(LC 8) Max Uplift 3=9(LC 5), 2=222(LC 8), 4=17(LC 6) Max Grav 3=66(LC 23), 2=190(LC 28), 4=84(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.02 4-7 >999 240 MT20 244/190 Vert(CT) -0.02 4-7 >999 180 Hort(CT) 0.00 2 n/a n/a Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-3 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=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; parch left 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/rPI 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 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 at --lb) 2=222. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 95 lb down and 57 lb up at 1-4-15, and 95 lb down and 57 lb up at 1-4-15 on tap chord, and 95 lb down and 14 lb up at 1-4-15, and 95 lb down and 14 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=-54, 4-5=20 Concentrated Loads (lb) Vert: 8=112(F=56, B=56) N c O This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn. PE No.22639 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 27,2020 ®WARNING -Verify dwlgn 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 property Incorporate this design into the overall p� //�� T�k° building design. Bracing Indicated is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the tV1� l fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPH Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Salefylntormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply GEORGE JR. RES. T21703685 510312 HJ5 Diagonal Hip Girder �Qty 5 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Oct 7 2020 MiTeK Industries, Inc. TUB Oct 27 11:21:37 2020 Page 1 ID_v97PdcXg4RhwFePmE6G9gyTpgl-BnYOijQxBxCQhwBbAougodEcSktc300Z841 KsHyPE?i -1-10-10 7-0-2 1-1110 7-0-2 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017frP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 Scale = 1:17.1 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TC 0.59 Vert(LL) 0.23 4-7 >360 240 MT20 244/190 BC 0.55 Vert(CT) -0.21 4-7 >395 240 WB 0.00 Horz(CT) 0.00 2 n/a n/a Matrix -MS Weight 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=155(LC 24) Max Uplift 3=135(LC 8), 2=288(LC 8), 4=-87(LC 5) Max Grav 3=153(LC 28), 2=328(LC 28), 4=124(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf,, BCDL=6.Opsf; h=15tt; B=45ft, L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load 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=1b) 3=135,2=288. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 99 lb down and 59 lb up at 1-4-15, 99 lb down and 59 lb up at 1-4-15, and 101 lb down and 65 lb up at 4-2-15, and 101 lb down and 65 lb up at 4-2-15 on top chord, and 97 lb down and 14 lb up at 1-4-15, 97 lb down and 14 lb up at 1-4-15, and 72 lb down at 4-2-15, and 72 lb down 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=-04, 4-5=20 Concentrated Loads (Ib) Vert: 8=117(F=58, 8=58) 9=-O(F=0, B�0) 11=12(F=-6, B=-6) This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cart 6634 6904 Parke EastBlvd. Tampa FL 33610 Date: October 27,2020 ® 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 �e 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 ANSM11 Cua91y CrAlsda, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safafyfrrformathon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 211601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GEORGE JR. RES. T21703686 510312 MG1 Jack -Open Girder 1 A L Job Reference (optional) 1 ibbetts Lumber Company, Palm Bay, FL - 32905, i 8.330 s Oct 7 2020 MTek Industries, Inc. Tue Oct 2711:21:37 2020 Page 1 ID: v9?Pdc)(q4RhwFePmE6G9gyTpg[-BnYOijQxBxCQhwBbAouqodEeikuh3OOZ84lKsHyPE?I 7-0-0 7-0-0 3x4 I I 6 4x4 11 3x8 = NOP2X STP = Scale=1:21.9 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.11 3-5 >777 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.19 3-5 >423 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.15 3-5 >566 240 Weight 63 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing. directly applied or 6-0-0 cc pudins, BOT CHORD 2x6 SP DSS except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-M cc bracing. REACTIONS. (size) 1=0-8-0, 3=Mechanical Max Horz 1=153(LC 21) Max Uplift 1=696(LC 8), 3=897(LC 8) Max Grav 1=1547(LC 1), 3=1826(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=250/66 NOTES- 1) 2-ply truss to be connected together as follows: Top chords connected with 1 Od (0.131 "x3") nails as follows: 2x4 -1 row, at 0-9-0 cc. Bottom chords connected with 10d (0.131"x3") nails as follows: 2x6 - 2 rows staggered 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) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ti; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) 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=1b) This item has been 1=696, 3=897. electronically signed and 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 720 lb down and 346 lb up at sealed by Finn, Walter, PE 0-8-12, 712 lb down and 348 lb up at 2-8-12, and 712 lb down and 351 lb up at 4-8-12, and 721 lb down and 348 lb up at 6-10-4 on using a Digital Signature. bottom chord. The design/selection of such connection device(s) is the responsibility of others. Printed copies of this LOAD CASE(S) Standard document are not considered 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signed and sealed and the Uniform Loads (plf) signature must be verified Vert: s ad(l 1-3=20 Concentrated Loads oLoads (Ito) on any electronic copies. Vert 3=721(F) 6=720(F) 7=-712(F) 8=712(F) Walter P. Finn PE No.22839 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810, Date: October 27,2020 ® 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 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 piTek" building design. Bracing indicated is to prevent budding of individual truss web and/or chard members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the iVl fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quallly Crlloda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely /Mormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GEORGE JR. RES. T21703687 510312 V1 Valley 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Oct 7 2020 MTek Industries, Inc. Tue Oct 2711:21:38 2020 Page 1 ID_v9?PdcXg4RhwFePmE6G9gyTpgl-fz5mv3QZyFKHl4mnkVP3KgmsC8J8oSyiMkmuOjyPE7h 1 4 0 3-0 0 i 3-0.0 0 t 6 0-0 M74-0 1-0 0 4x4 = 5.00 12 8 7 6 3x6 II 3x4 = 2x4 II 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.01 5 n/r 120 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 5 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) -0.00 6 We n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-S 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.2 REACTIONS. (size) 8=6-0-0, 6=6-0-0, 7=6-0-0 Max Horz 8=243(LC 11) Max Uplift 8=256(LC 12), 6=256(LC 12), 7=128(LC 11) Max Grav 8=253(LC 18), 6=210(LC 18), 7=320(LC 17) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=320/598, 2-3=152/261, 4-6=-210/376 BOT CHORD 7-8=306/284 WEBS 2-7=300/300 Scale=1:28.4 PLATES GRIP MT20 244/190 Weight: 43 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-M 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=6.Opsf; h=15ft; 13=45ft: L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1A-0 to 1-8-0, Intedor(1) 1-8-0 to 3-0-0, Exterior(2) 3-0-0 to 5-10-4, Interior(1) 5-10-4 to 7-4-0 zone; cantilever left and right exposed ; end vertical 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 atjoint(s) except at --lb) 8=256, 6=256, 7=128. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cert 6634 6904 Parke EastBlvd. Tampa FL 33610 Date: October 27,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 511192020 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' 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 ANSYM11 Quality Cdf da, DSB-89 and Best Building Component 6904 Parke East Blvd. Sahly/Mmmadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GEORGE JR. RES. T21703688 510312 V2 Valley 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, '8.330 s Oct 7 2020 MTek Industries, Inc. Tue Oct 2711:21:39 2020 Page 1 ID_v97PdcXg4RhwFePmE6G9gyTpgl-79f97PRBjZS8wEL_IDwlt2J11Y1NXvssbOWRwAyPE7g 6-0-0 1-0-0 3-0-0 3.0-0 1�-0 4x4 = 5-on 8 7 6 3x6 II 3x4 = 2x4 II Scale=1:23.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.01 5 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.01 5 n/r 120 BCLL 0.0 Rep Stress Ina YES WB 0.04 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 38 lb FT = 20% 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.2 REACTIONS. (size) 8=6-0-0, 6=6-0-0, 7=6-0-0 Max Horz 8=191(LC 11) Max Uplift 8=248(1_C 12), 6=248(LC 12), 7=-48(LC 11) Max Grav 8=199(LC 1), 6=203(LC 18), 7=269(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-8=212/505, 4-6=199/384 Structural wood sheathing directly applied or 6-0-0 oc puriins, 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=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -14-0 to 1-8-0, Interior(1) 1-8-0 to 3-0-0, Exterior(2) 3-0-0 to 5-10-4, Interior(1) 5-10-4 to 7-4-0 zone; cantilever left and right exposed ; end vertical 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) 7 except at --lb) 8=248,6=248. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22939 MTek USA, Inc. FL Cart 6634 6904 Parke EastBlvd. Tampa FL 33610 Date: October 27,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIf-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 �• B truss system. Before use, the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall tt l� i building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IV'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 ANSIRp11 Quality Criteria, DSB-69 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 Ply GEORGE JR. RES. T21703689 510312 V3 Valley �Qty 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Oct 7 2020 MiTek Industries, Inc. Tue Oct 2711:21:40 2020 Page 1 ID:_v97 PdcXg4RhwFePmE6G9gyTpg I-bMDXKkSpUsa7YNwArwSXQFsD4x7kGMT7g2F_ScyPE7f 1 4 0 3-0-0 i 6.0-0 i7-0-0 1-0-0 3-0-0 3-0-0 1-0-0 4x4 = . 6 7 6 2x4 11 2x4 11 2x4 I LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 TCDL 7.0 Lumber DOL 1.25 BC 0.07 BCLL 0.0 ' Rep Stress Incr YES WB 0.02 BCDL 10.0 Code FBC2017/TP12014 Matrix-R Scale = 1:18.7 DEFL in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.01 5 n/r 120 MT20 244/190 Vert(CT) -0.01 5 n/r 120 Horz(CT) 0.00 6 n/a We Weight: 30 lb FT = 20% 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.2 REACTIONS. (size) 8=6-0-0, 6=6-0-0, 7=6-0-0 Max Horz 8=139(LC 11) Max Uplift 8=211(LC 12), 6=211(LC 12) Max Grav 8=196(LC 21), 6=196(LC 22), 7=197(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-8=173/386, 4-0=173/385 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 6-0-0 Do 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=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -14-0 to 1-8-0, Interior(1) 1-8-0 to 3-0-0, Extedor(2) 3-0-0 to 5-104, Interior(1) 5-10-4 to 74-0 zone; cantilever left and right exposed; end vertical 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 far 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 at --lb) 8=211, 6=211. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn. PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 27,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. ' Design valid for use only with MMek® 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'parametem 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 busses and truss systems, we ANSM11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Softly 6dormadon available from Truss Plate Institute, 2670 Crain Highway, Butte 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type city Ply GEORGE JR. RES. T21703690 510312 V4 Valley 1 1 Job Reference o Gonal I looetts LumDer company, Palm day. rL - 3ZUUb, 3x8 11 2x4 11 8.33U s UCt f ZUZU Mi I eK Industries, Inc. I ue Uct 2f 11:Z1:4U ZUZU Page 1 ID_v9?PdcXg4RhwFePmE6G9gyTpgl-bMDXKkSpUsa7YNwArwSXQFsEfx?gGMG?g2F_ScyPE?f 6-0-0 2 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-R 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.2 REACTIONS. (size) 6=6-0-0, 4=6-0-0, 5=6-0-0 Max Horz 6= 38(LC 10) Max Uplift 6=72(LC 12), 4=72(LC 12), 5=46(LC 12) Max Grav 6=118(LC 1), 4=118(LC 1), 5=186(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. 4 Scale = 1:14.4 dr 0 PLATES GRIP MT20 244/190 Weight: 22 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-M 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=6.Opsf; h=15ft, B=45ft; L=24ft; eave--4ft: Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and G-C Extedor(2) zone; cantilever left and right exposed ;C-C for member; 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 atjoint(s) 6, 4, 5. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn. PE No.22839 MliTek USA, Inc. FL Cert 6034 6904 Parke East Blvd. Tampa FL 33810 Date: October 27,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. R Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, note 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 andfor chord members only. Additional temporary and permanent bracing M iTek` is ahvays 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 ANSM11 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 Ply GEORGE JR. RES. T21703691 510312 V5 Valley �Qty 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, - v a a 2x4 2-9.11 FJRtrr� 2x4 11 2 4 6.330 s Oct 7 2020 MiTek Industnes, Inc. Tue Oct 27 11:21:41 2020 Page 1 I D:_v97 PdcXg4RhwFePmE6G9gyTpgl-3YnvY4TSFAis9XVMPdzmyTOPyLMS?pXS3i?Y?2yPE?e 5-7-6 2-9-11 4x4 = 2x4 Scale = 1:10.4 5fr13 0 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 0.11 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a n/a 999 r BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 16lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. (size) 1=5-6-3, 3=5-0-3, 4=5-6r3 Max Horz 1=27(LC 10) Max Uplift 1=-04(LC 12), 3=44(LC 12), 4=-48(LC 12) Max Grav 1=74(LC 1), 3=74(LC 1), 4=155(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=15ft B=45ft, L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 Well USA, Inc: FL Cart 8634 6904 Parke East'Blvd. Tampa FL 33610 Date: October 27,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK 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 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, eraction and bracing of trusses and truss systems, we ANSFTPII Quality Criteria, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safefylydomudon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION sj4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. J�Apply plates to both sides of truss and fully embed teeth. 0-116rr For 4 x 2 orientation, locate plates 0- 'ia8 from outside edge of truss. This symbol indicates the required direction of slots in connector plates. * Plate location details available in MiTek 20120 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. of O U a- 0 H Numbering System 6-4-8 dimensions shown In fit -In -sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS 8 7 6 5 of O 2 U o_ O 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 ICC-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 ,g MiTek® MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 ® General Safety Notes 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 ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPI 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 ANSI/TPI 1 Quality Criteria., 21.The design does not take into account any dynamic or other loads other than those expressly stated.