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Truss
VERIFY ALL DIMENSIONS ANO CEUNG GONDmONS PRIOR TO APPROVAL SOME CEILING FRAMING REQUIRED IN FlELD BY BUILDER WAIN WHO FORCE RESISTING sYsT cs NYBWD WIND ASCENID ENCLOSED EXPOSURE GTEOOW D OCCUPANCY CATEGORY R VAND LOAO 160 MPH WIND IMPORTANCE FACTOR 1.0D TRUSSES NAVE SEEN DESIGNED FORA 10.0 PSF BOTON CHORD LIVE LOAD NONCONCURRQiTwnN ANY OTHER NVE LOADS ROOF LOADING FLOOR LOADING TCLL: 20 PSF TCLL: - PSF TCDL: 10 PSF TCOL: - PSF BCDL: 10 PSF BCDL: - PSF TOTAL: 40 PSF TOTAL: - PSF DURATION: 1.25 DURATION: - 6-01 12 4r-- TYPICAL END DETAIL IMPORTANT This Drawing Must Be Approved And Returned Before Fabrication Will Begin. For Your Protection Check All Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE BEEN ACCEPTED. BY Date CAUTIONM DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (le. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 4/12 CEILING PITCH: - TOP CHORD SIZE: 2 X 6 BOTTOM CHORD SIZE: 2X4 OVERHANG LENGTH: 4' END CUT: Plumb CANTILEVER: - TRUSS SPACING: 24" BUILDING CODE: FBC2017 BEARING HEIGHT SCHEDULE Hatch Legend =8' - 0" A.F.F. ®8' - 5 7/8" A.F.F. 9' - 1 1 /", A. F.F. PLAN DATE: 1 2020 F 4408 Airport Road Plant City, FL 33563 Ph. (813) 305-1300 Fax (813)305.1301 2129626 - 2129626 Lumber design values are in accordance with ANSI/TPI 1 section 6.: These truss designs rely on lumber values established by others. MiTek USA, Inc. Information: 6904 Parke East Blvd. Omer Info: RON EMERSON Project Name: - Model: EMERSON RESIDENCETampa, FL 33610-4115 lock: - Subdivision: - ess: 122 QUEEN CATHERINA CT, - FORT PIERCE State: FL Address and License # of Structural Engineer of Record, If there is one, for the building. License #: ;ss: State: :ral Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special ling Conditions): gn Code: FBC2017/TP12014 .Code: ASCE 7-10 Load: 40.0 psf Design Program: MiTek 20/20 8.2 Wind Speed: 160 mph Floor Load: N/A psf package includes 32 individual, Truss Design Drawings and 0 Additional Drawings. my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet >rms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. Seal# Truss Name Date No. Seal# Truss Name Date T21136727 Al G 8/27/20 23 T21136749 JJ6 8/27/20 T21136728 A2 8/27/20 24 T21136750 J9C 8/27/20 T21136729 A3 8/27/20 25 T21136751 MV5 8/27/20 T21136730 A4 8/27/20 26 T21136752 V9 8/27/20 T21136731 A5 8/27/20 27 T21136753 V13 8/27/20 T21136732 A6 8/27/20 28 T21136754 V17 8/27/20 T21136733 A7 8/27/20 29 T21136755 V21 8/27/20 T21136734 B 1 G 8/27/20 30 T21136756 V25 8/27/20 T21136735 CA 8/27/20 31 T21136757 V29 8/27/20 T21136736 CJ 1 A 8/27/20 32 T21136758 V31 8/27/20 T21136737 CAB B 8/27/20 T21136738 CAC C 8/27/20 T21136739 CJ3 8/27/20 T21136740 CJ3A 8/27/20 T21136741 CJ3B 8/27/20 T21136742 CJ3C 8/27/20 T21136743 CJ5 8/27/20 { .; T21136744 CJ5C 8/27120 T21136745 CJ7 8/27/20 T21136746 CJ7C 8/27/20 Truss Truss Type Qty Ply 2129626 A1G Hip Girder 1 1 Job Reference o tional )urce, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 08:45:25 2 ID:jKnojHDZrEoeaWL3RxZVbl yyUJc-rPW_rJydEP4igJ7GIoDdOQd?7COIwJf?r •0-0 4-7-11 9-0-0 , 12-0-0 , 15-0-0 19-4-5 24-0-0 28-0- 0, 4-7-11 4-4-5 3-0-0 3-0-0 4-4-5 4-7-11 4-0-( 4.00 12 3x4 8x14 MT20HS -57- 4 3 2 r 8x14 MT20HS = 16 2x4 11 6x12 MT20HS = .Special Special Special 2x4 11 5 17 6 18 Special 6x12 MT20HS = 7 3x4 8 Bx14 MT20HS \ 9 10 11 r r 15 19 14 20 13 12 8x14 MT20HS = 3x4 = 6x12 MT20HS = 3x4 = 2x4 11 Special NAILED NAILED Special 4-7-11 9-0-0 12-0-0 15-0-0 19_41 24-0-0 4-7-11 4-4-5 3-0-0 3-0-0 4-4-5 4-7-11 :Y)-- [2:0-5-9 0-0-0] [2:0-4-14,0-1-10], [2:0-3-2,Edge], [5:0-6-0,0-3-4], [7:0-6-0,0-3-4], [10:0-5-9,0-0-0], [10:1-3-15,0-1-10], [10:0-3-2,Edge] SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d 1 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.51 14-15 >551 240 Lumber DOL 1.25 BC 0.74 Vert(CT) 0.46 14-15 >612 180 * Rep Stress Incr NO WB 0.36 Horz(CT) -0.23 10 n/a n/a 1 Code FBC2017/TP12014 Matrix-S 2x6SPM26 2x4 SP No.1 2x4 SP No.3 Left 2x4 SP No.2 2-6-0, Right 2x4 SP No.2 2-6-0 (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-117(LC 23) Max Uplift 2=-3475(LC 8), 10=-3475(LC 8) Max Grav 2=2268(LC 1), 10=2268(LC 1) PLATES GRIP MT20 244/1 MT20HS 187/1 Weight: 162lb FT BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-8 oc purlir BOT CHORD Rigid ceiling directly applied or 2-4-6 oc bracing. "Special" indicates special hanger(s) or other connection de, required at location(s)shown. The design/selection of such s connection device(s) is the responsibility of others. This app to all applicable truss designs in this job. - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 2-4=-4571 /6758, 4-5=-4712/7177, 5-6=-4675/7201, 6-7=-467517201, 7-8=-4712/7177, 8-1 0=-4571/6758 2-16=-5983/4143, 15-16=-5983/4143, 14-15=-6517/4440, 13-14=-6525/4440, 12-13=-6147/4143, 10-12=-6147/4143 4-15=-933/454, 5-15=-1068/701, 5-14=-491/418, 6-14=-387/478, 7-14=-490/418, 7-13=-1109/704, 8-13=-946/601 Truss Truss Type Qty Ply 2129626 Al G Hip Girder 1 1 Job Reference (optional) )urce, Plant City, FL - 32566, ) Standard Js (plf) : 1-5=-60, 5-7=-60, 7-11=-60, 2-10=-20 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 08:45:26 2 ID:jKnojHDZrEoeaWL3RxZVbl yyUJc-Jc4N2fzF?jCZHSiSsVksxeAAtcMXfmv8( J Loads (lb) : 7=-201(F) 15=-628(F) 5=-201(F) 13=-628(F) 17=-201(F) 18=-201(F) 19=-44(F) 20=-44(F) - Max. Co►'np./Max. Ten. - All forces 250 (lb) or less except when shown. 2-3=-1811/4114, 3-4=-1376/3112, 4-5=-1282/3062, 5-6=-1378/3119, 6-7=-1810/4109 2-13=-3587/1609, 12-13=-3587/1609, 10-12=-2613/1280, 9-10=-3667/1608, 7-9=-3667/1608 3-13=-578/234, 3-12=-492/1146, 4-12=-761/263, 5-10=-671/263, 6-10=-488/1134, 6-9=-574/232 roof live loads have been considered for this design. 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. cl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -4-0-0 to-1-0-0, Interior(1) -1-0-0 to 11-0-0, Exterior(2) 11-0-0 ♦1`, QV N V� iterior(1) 17-2-15 to 28-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; ��` �P` . •••'' "• •. 1.60 plate grip DOL=1.60 ��� �,. 1 G.E N ' auate drainage to prevent water ponding. is been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 681,8 ias been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide *. ' ,-n the bottom chord and any other members. •» hanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 739. • r S T0 NO Joaquln Vel&PENo.68182 MiTek USA, Inc. FL Cert 66 6904 Parke East Blatl. Tamp Date.: August 21 JG -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. -- d for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not tem. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall /� sign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek° Squired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. wmation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Truss Truss Type Qty Ply 2129626 A2 Hip 1 1 Job Reference (optional) )urce, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 08:45:32 2 I D:jKnojHDZrEoeaWL3RxZVb1 yyUJc-8mReJi 10bZzj?NAcCmrGAvQA?OOA3TI1 C -0-0 6-3-12 11-0-0 13-0-0 17-8-4 24-0-0 28-0- 0-0 6-3-12 4-8-4 2-0-0 4-8-4 6-3-12 4-04 5x8 = 4.00 12 2x4 I I 5x8 = 5x6 = 4 5 3x4 = 3x4 = 3x8 = U 2x4 I I 6-3-12 11-0-0 13-0-0 17-8-4 24-0-0 6-3-12 4-8-4 2-0-0 4-8-4 6-3-12 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.24 12-13 >999 240 Lumber DOL 1.25 BC 0.79 Vert(CT) 0.21 12-13 >999 180 * Rep Stress Incr YES WB 0.34 Horz(CT) -0.10 7 n/a n/a I Code FBC2017ITP12014 Matrix-S 2x6 SP M 26 *Except* 4-5: 2x4 SP No.2 2x4 SP No.2 2x4 SP No.3 (size) 2=0-8-0, 7=0-8-0 Max Horz 2=-136(LC 10) Max Uplift 2=-1739(LC 12), 7=-1739(LC 12) MAY [,mv 7=11Qg1l r` 11 7=110411 /, I 5x8 = PLATES GRIP MT20 244/1 Weight: 150lb FT BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-5 oc purlin BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Truss Truss Type Qty Ply 2129626 A3 Common 1 1 Job Reference (optional) wrce, Plant fifty, I-L - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 08:45:36 2 ID:jKnojHDZrEoeaWL3RxZVb1 yyUJc-OXg8944WfoT9U?TNRcvCLlapOerW?AJ -0-0 6-1-11 12-0-0 , 17-10-5 , 24-0-0 28 •0-0 ' 6-1-11 ' 5-10-5 15-10-5 6-1-11 4• 4.00 12 5x8 11 5 4x10 MT20HS 5x8 = 3x4 = 3x6 = 3x4 = 5x8 = 8-1-2 15-10-14 24-0-0 8-1-2 7-9-11 8-1-2 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.30 8-10 >929 240 MT20 244/1 Lumber DOL 1.25 BC 0.45 Vert(CT) 0.28 8-10 >999 180 MT20HS 187/1 * Rep Stress Incr YES WB 0.82 Horz(CT) -0.06 8 n/a n/a Code FBC2017/TPI2014 Matrix-S Weight: 141 lb FT 2x6 SP No.2 *Except* 1-4,6-9: 2x6 SP M 26 2x4SPM31 2x4 SP No.3 (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-143(LC 10) Max Uplift 2=-1739(LC 12), 8=-1739(LC 12) Max Grav 2=1193(LC 1), 8=1193(LC 1) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 2-3=-1846/3892, 3-5=-1606/3730, 5-7=-1606/3729, 7-8=-1846/3890 2-12=-3381 /1649, 10-12=-2336/1213, 8-10=-3477/1649 5-10=-1311/472, 5-12=-1312/472, 3-12=-412/280, 7-10=-411/279 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc purlin BOT CHORD Rigid ceiling directly applied or 3-8-6 oc bracing. roof live loads have been considered for this design. 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. cl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -4-0-0 to-1-0-0, Interior(1) -1-0-0 to 12-0-0, Exterior(2) 12-0-0 erior(1) 15-0-0 to 2M-0 zone: porch left exoosed:C-C for members and forces & MWFRS for reactions shown: Lumber Truss Truss Type Qty Ply 2129626 A4 Common 4 1 Job Reference (optional) )urce, Mant laity, ru - 32b(iEi, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 08:45AO 2 ID:jKnojHDZrEoeaWL3RxZVb 1 yyUJc-vlwf_S71 iOzazcn8gR_8VblVfF6mw4iCE1 5-9-12 11-4-0 16-10-4 22-8-0 5-9-12 5-6-4 5-6-4 5-9-12 4.00 12 3x8 3 , 11 5x12 = 12 10 9 3x6 = 3x4 = 6x8 11 4 13 8 3x6 = 3x8 5 14 6 5x12 = 7-7-13 15-0-3 22-8-0 7-7-13 7-4-5 7-7-13 ;Y)-- [2:0-9-12,0-0-0], [4:0-4-12,0-3-0], [6:0-9-12,Edae] I SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.65 8-10 >434 240 MT20 244/1 Lumber DOL 1.25 BC 0.87 Vert(CT) 0.58 8-10 >483 180 I Rep Stress Incr YES WB 0.41 Horz(CT) -0.24 7 n/a n/a Code FBC2017/TPI2014 Matrix-S Weight: 128lb FT BRACING- 2x8 SP 240OF 2.0E TOP CHORD 2x4 SP No.1 *Except* BOT CHORD 6-9: 2x4 SP M 31 2x4 SP No.3 WEBS (size) 1=0-8-0, 7=0-8-0 Max Horz 1=-104(LC 10) Max Uplift 1=-1287(LC 12), 7=-1195(LC 12) Max Grav 1=935(LC 1), 7=935(LC 1) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 1-2=-232/473, 2-3=-2870/6116, 3-4=-2385/5468, 4-5=-2399/5505, 5-6=-2892/6168, 6-7=-219/469 2-10=-5923/2790, 8-10=-3363/1614, 6-8=-5970/2813 4-8=-2210/833, 5-8=-716/1204, 4-10=-2168/816, 3-10=-703/1179 Structural wood sheathing directly applied or 6-0-0 oc purlin Rigid ceiling directly applied or 2-0-2 oc bracing. Except: 2-11-0 oc bracing: 6-8 1 Row at midpt 4-8, 4-10 -oof live loads have been considered for this design. 7-10: Vult=160moh (3-second aust) Vasd=124moh: TCDL=4.2Dsf: BCDL=3.ODsf: h=25ft: B=45ft: L=24ft: eave=oft: Cat. Truss Truss Type Qty Ply 2129626 A5 Common 1 1 Job Reference (optional) iurce, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 08:45:42 2 ID:jKnojHDZrEoeaWL3RxZVb1 yyUJc-rh 1 QP79H EeDiCwxXosOcaOgrl2nAOtkVl 6-5-2 11-4-0 16-2-14 21-5-0 ' 6-5-2 4-10-14 4-10-14 5-2-2 6x8 11 4 3x6 = 3x4 = 3x4 = 3x12 MT ? 8-0-12 14-7-4 21-5-0 8-0-12 6-6-7 6-9-12 ,Y)-- [2:0-1 0-4,0-0-0],[6:0-7-3,0-1-81 I SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.50 2-9 >518 240 MT20 244/1 Lumber DOL 1.25 BC 0.94 Vert(CT) 0.45 2-9 >576 180 MT20HS 187/1 * Rep Stress Incr YES WB 0.88 Horz(CT) 0.15 1 n/a n/a Code FBC2017/TP12014 Matrix-S Weiaht: 114lb FT BRACING- 2x8 SP 240OF 2.0E *Except* TOP CHORD 4-6: 2x6 SP No.2 BOT CHORD 2x4 SP No.1 2x4 SP No.3 (size) 1=0-8-0, 6=0-8-0 Max Horz 6=105(LC 11) Max Uplift 1=-1186(LC 12), 6=-1185(LC 12) Max Grav 1=858(LC 1), 6=857(LC 1) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 1-2=-201/429, 2-3=-2448/5212, 3-4=-2045/4708, 4-5=-1740/4091, 5-6=-1929/4169 2-9=-5034/2370, 7-9=-2784/1333, 6-7=-3780/1770 4-7=-1228/432, 5-7=-254/295, 4-9=-2064/799, 3-9=-650/1112 Structural wood sheathing directly applied or 5-1-10 oc purli Rigid ceiling directly applied. oof live loads have been considered for this design. 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. :I.. GCoi=0.18: MWFRS (directional) and C-C Exterior(2) -0-4-0 to 2-8-0. Interior(1) 2-8-0 to 11-4-0. Exterior(2) 11-4-0 to Truss Truss Type Qty Ply 2129626 A6 Roof Special 1 1 Job Reference (optional) iurce, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 08:45:47 2 I D:jKnojHDZrEoeaWL3RxZVb1 yyUJc-CerJSrDQ3ArblhpUbPcnH3Xgk3aY3BmEr1 8-01 6-5-2 11-4-0 15-6-0 19-7-15 21-5-0 9-0' 6-5-2 4-10-14 4-2-0 4-2-0 1-9-1 4.00 12 2x4 11 3x4 = 6x8 = 4 5x8 = E 6x12 MT20HS 6 5x12 = 9-0 6-5-2 11-4-0 19-7-15 21-5-0 -0 6-5-2 4-10-14 8-3-15 1-9-1 ,Y)-- [2:0-10-4,0-0-0] SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.55 9-10 >475 240 MT20 244/1 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.50 9-10 >522 180 MT20HS 187/1 * Rep Stress Incr YES WB 0.64 Horz(CT) 0.14 1 n/a n/a Code FBC2017/TP12014 Matrix-S Weight: 123lb FT BRACING- 2x8 SP 240OF 2.0E *Except* TOP CHORD Structural wood sheathing directly applied or 4-7-12 oc purl! 4-6: 2x6 SP No.2, 6-7: 2x4 SP No.2 except end verticals. 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 3-1-13 oc bracing. 2x4 SP No.3 (size) 1=0-8-0, 8=0-8-0 Max Horz 8=141(LC 8) Max Uplift 1=-1196(LC 12), 8=-1197(LC 12) Max Grav 1=865(LC 1), 8=864(LC 1) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 1-2=-203/433, 2-3=-2421/5249, 3-4=-1513/3448, 4-5=-1525/3499, 5-6=-1789/4360, 6-7=-155513840, 7-8=-861 /2142 2-12=-5020/2332, 10-12=-5020/2332, 9-10=-3672/1751 3-10=-1003/2155, 4-10=-1807/652, 5-10=410/651, 5-9=-436/170, 6-9=-683/1453, 7-9=-4211/1677, 3-12=-484/178 -oof live loads have been considered for this design. Truss Truss Type Qty Ply 2129626 A7 Roof Special 1 1 Job Reference (optional) wrce, Hiant city, FL - UbW, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 08:45:50 2 I D:jKnojHDZrEoeaW L3RxZVb 1 yyUJc-cDWR5sFIM5E999Y3GY9Uvi9BN H W IGWRg: •8-0� 6-5-2 11-4-0 17-7-15 21-5-0 6-5-2 4-10-14 6-3-15 3-9-1 2x4 11 6x8 = 4 5x8 = 5x8 = •8-0, 6-5-2 9-7-2 11' 0 17-7-15 21-5-0 8-0' 6-5-2 3-2-0 1-8-14 6-3-15 3-9-1 ,,Y)--[2:0-10-8,0-0-0],[8:0-3-8,0-2-8] SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.46 8-9 >560 240 l Lumber DOL 1.25 BC 0.83 Vert(CT) 0.42 8-9 >621 180 * Rep Stress Incr YES WB 0.71 Horz(CT) 0.15 1 n/a n/a Code FBC2017/TPI2014 Matrix-S BRACING- 2x8 SP 240OF 2.0E *Except* TOP CHORD 4-5: 2x6 SP No.2, 5-6: 2x4 SP No.2 2x4 SP No.2 *Except* BOT CHORD 2-10: 2x4 SP M 31 WEBS 2x4 SP No.3 (size) 1=0-8-0, 7=0-8-0 Max Horz 7=175(LC 8) Max Uplift 1=-1193(LC 12), 7=-1199(LC 12) Max Grav 1=865(LC 1), 7=864(LC 1) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 1-2=-203/432, 2-3=-2409/5239, 3-4=-1520/3415, 4-5=-1533/3440, 5-6=-1774/4094, 6-7=-821 /1825 2-11=-5013/2318, 9-11=-5013/2318, 8-9=-4063/1840 5-8=-655/1163, 6-8=-4324/1866, 4-9=-1638/563, 5-9=-489/1035, 3-9=-980/2170, 3-11=-540/199 PLATES GRIP MT20 244/1 Weight: 122lb FT Structural wood sheathing directly applied or 4-3-0 oc purlin except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 6-8 Truss Truss Type Qty Ply 2129626 131 G Half Hip Girder 1 1 Job Reference (optional) )urce, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 08:45:53 2 ID:jKnojHDZrEoeaWL3RxZVb1 yyUJc-OoCaju IBeOck1 cGexgjBXKnIoUhHT_R6C 4-10-0 , 7-4-0 4-10-0 2-6-0 Special 5x8 = NAILED 2x4 II 3 7 4 0 3x8 II Special 6x8 = 5 NAILED 4-10-0 7-4-0 4-10-0 2-6-0 :,Y)-- [1:0-1-8,0-0-51, [3:0-5-0,0-2-8] I SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.59 BC 0.27 WB 0.31 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL) 0.05 1-6 >999 240 Vert(CT) 0.04 1-6 >999 180 Horz(CT) -0.01 5 n/a n/a PLATES GRIP MT20 244/19 Weight:41 lb FT BRACING- 2x4 SP No.2 TOP CHORD 2x4 SP No.2 2x4 SP No.3 BOT CHORD Left 2x8 SP 240OF 2.0E 2-8-1 (size) 1=0-8-0, 5=0-8-0 Max Horz 1=171(LC 8) Max Uplift 1=-552(LC 8), 5=-1006(LC 8) Max Grav 1=377(LC 31), 5=555(LC 31) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 1-3=-536/726 1-6=-722/444, 5-6=-764/469 3-6=-652/468, 3-5=-643/1038 Structural wood sheathing directly applied or 6-0-0 oc purlin except end verticals. Rigid ceiling directly applied or 6-7-9 oc bracing. 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. cl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 Ovate drainaae to nrevent water nnnriina_ Truss Truss Type Qty Ply 2129626 CA Jack -Open 2 1 Job Reference (optional) )urce, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 08:45:58 2 ID:jKnojHDZrEoeaW L3RxZVb1 yyUJc-Nm?TmbLKTYE17N9ckDIMEOVgnVSW8JWrN -4-0-0 1-0-0 4-0-0 1-0-0 i 1-0-0 ' 1-0-0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP l Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.00 2 >999 360 MT20 244/19 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 180 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a Code FBC2017/TPI2014 Matrix-P Wind(LL) 0.00 2 **** 240 Weight: 14lb FT 2x6 SP M 26 2x4 SP No.2 (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=169(LC 12) Max Uplift 3=-511(LC 1), 2=-1455(LC 12) Max Grav 3=978(LC 12), 2=820(LC 1), 4=18(LC 3) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 2-3=-247/654 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlin BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. cL, GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -4-0-0 to-1-0-0, Interior(1) -1-0-0 to 0-11-14 zone; porch left : for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 s been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ias been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide .n the bottom chord and any other members. :r(s) for truss to truss connections. nanical connection (bv others) of truss to bearing Dlate capable of withstandina 100 lb uDlift at ioint(s) except (it=lb) Truss Truss Type Qty Ply 2129626 CJ 1 A Jack -Open 1 1 Job Reference (optional) wrce, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 08:45:59 2 ID:jKnojHDZrEoeaWL3RxZVbiyyUJc-ryZr_xMyEsMulXkolxgbmb1 kGvm3tmm?I -2-0-0 3-0-0 2-0-0 3-0-0 4.00 12 I% 6 3 5 A. 4 1 Q° 0° Q° 3x4 = 3-0-0 :,Y)-- [2:0-3-6,Edgej SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP l Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.01 2-4 >999 240 MT20 244/19 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.01 2-4 >999 180 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a Code FBC2017/TP12014 Matrix-P Weight: 12 lb FT 2x4 SP No.2 2x4 SP No.2 (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=146(LC 12) Max Uplift 3=-32(LC 9), 2=-487(LC 12), 4=-59(LC 8) Max Grav 3=27(LC 13), 2=307(LC 1), 4=52(LC 3) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlin BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. cl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 2-11-4 zone; porch left for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 s been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ias been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ;n the bottom chord and any other members. ar(s) for truss to truss connections. haniral rnnnartinn thv ntharcl of tnisc to haarinn nlata ranahla of withctnnd1nn 1117111 Ih unlift at inint(sl 3 4 axrant (it=lhl Truss Truss Type Qty Ply 2129621 CAB JACK -OPEN 1 1 Job Reference (optional) )urce, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 08:46:01 2 ID:jKnojH DZrEoeaWL3RxZVb1 yyUJc-nLhbOdOCmTcc_rtBPMs3sO7BJj UaLg Fi< -3-10-8 3-1 0-8 1-0-0 ADEQUATE SUPPORT REQUIRED 1-0-0 1-00 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.00 5 >999 360 MT20HS 187/14 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 5 >999 180 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 1 n/a n/a Code FBC2017/TP12014 Matrix-R Wind(LL) 0.00 5 >999 240 Weight: 14lb FT BRACING- 2x6 SP No.2 TOP CHORD 2x4 SP No.2 2x4 SP No.3 BOT CHORD All bearings Mechanical except (jt=length) 5=0-8-0. Max Horz 5=118(LC 12) Max Uplift All uplift 100 lb or less atjoint(s) 3, 4 except 5=-224(LC 12), 1=-114(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 3, 4 except 5=289(LC 1) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 2-5=-291 /432 Structural wood sheathing directly applied or 1-0-0 oc purlin except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. cl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-3-9-12 to-0-9-12, Interior(1)-0-9-12 to 0-11-14 zone; porch C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 is been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ias been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �n the bottom chord and any other members. er(s) for truss to truss connections. Truss Truss Type Qty Ply 2129626 CAC JACK -OPEN 2 1 Job Reference (optional) >urce, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 08:46:02 2 ID:jKnojHDZrEoeaWL3RxZVb1 yyUJc-GXF_czPgXnkSc?SNz3NIOEfOk6pS47VRH -2-0-0 1-0-0 2-0-0 1-0-0 .t7 1-0-0 0 6 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.00 2 >999 360 MT20 244/190 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 180 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a Code FBC2017/TPI2014 Matrix-P Wind(LL) 0.00 2 **** 240 Weight: 9lb FT BRACING- 2x6 SP No.2 TOP CHORD 2x4 SP No.2 BOT CHORD (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=94(LC 12) Max Uplift 3=-112(LC 1), 2=-490(LC 12) Max Grav 3=220(LC 12), 2=300(LC 1), 4=18(LC 3) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 1-0-0 oc purlin Rigid ceiling directly applied or 10-0-0 oc bracing. 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. cl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 is been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ias been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide :n the bottom chord and any other members. Br(s) for truss to truss connections. hanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 0. - .. 0 .. ' - Truss Truss Type Qty Ply 2129626 CJ3 Jack -Open 2 1 Job Reference (optional) )urce, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 08:46:02 2 ID:jKnojH DZrEoeaWL3RxZVb 1 yyUJc-GXF_czPgXnkSc?SNz3N IOEfLz6nm47VRH -4-0-0 3-0-0 4-0-0 3-0-0 3-0-0 3-0-0 SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl L/d PLATES GRIP Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.01 2-4 >999 240 MT20 244/19 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.01 2-4 >999 180 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a Code FBC2017frP12014 Matrix-P Weight: 22lb FT 2x6 SP M 26 2x4 SP No.2 (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=217(LC 12) Max Uplift 3=-138(LC 1), 2=-978(LC 12), 4=-59(LC 8) Max Grav 3=301(LC 12), 2=580(LC 1), 4=52(LC 3) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlin BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. cl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -4-0-0 to-1-0-0, Interior(1) -1-0-0 to 2-11-4 zone; porch left for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 s been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ias been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ;n the bottom chord and any other members. =r(s) for truss to truss connections. hanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 4 except (jt=lb) 8. Truss Truss Type Qty Ply 2129626 CJ3A Jack -Open 1 1 Job Reference (optional) �urce, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 08:46:03 2 ID:jKnojHDZrEoeaWL3RxZVb1 yyUJc-kjpMpJPS15sJ D81 ZXnuXxRCRYW07paIbW -2-0-0 5-0-0 2-0-0 5-0-0 3x4 = 5-0-0 5-0-0 i SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.12 2-4 >458 240 Lumber DOL 1.25 BC 0.62 Vert(CT) 0.11 2-4 >491 180 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a Code FBC2017/TP12014 Matrix-P 2x4 SP No.2 2x4 SP No.2 (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=195(LC 12) Max Uplift 3=-108(LC 12), 2=-539(LC 12), 4=-104(LC 8) Max Grav 3=103(LC 1), 2=360(LC 1), 4=92(LC 3) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/19 Weight: 19lb FT BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlin BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=oft; Cat. ;I., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 4-11-4 zone; porch left for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 s been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. as 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 m the bottom chord and any other members. )r(s) for truss to truss connections. ianical connection (bv others) of truss to bearing nlate canable of withstandina 100 lb uolift at inint(s) excent fit=lb) Truss Truss Type Qty Ply 2129626 CJ36 Jack -Open 1 1 Job Reference (optional) )urce, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 08:46:05 2 ID:jKnojHDZrEoeaWL3RxZVb 1 yyUJc-g6w6E?Rjpi71 TSByeBw?OsHo6KnGHU Ft_ -4-0-0 3-0-0 4-0-0 3-0-0 3-0-0 3-0-0 ;,Y)-- [2:0-3-8,Edgej SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.02 2-5 >999 240 MT20 244/19 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.02 2-5 >999 180 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 - 4 n/a n/a Code FBC2017/TP12014 Matrix-P Weight: 30lb FT 2x6 SP M 26 2x4 SP No.2 Left 2x8 SP 240OF 2.0E 2-6-5 (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=198(LC 12) Max Uplift 4=-211(LC 1), 2=-1162(LC 12), 5=-66(LC 8) Max Grav 4=351(LC 12), 2=757(LC 1), 5=59(LC 3) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 2-4=-200/328 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlin BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. cl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -4-0-0 to-1-0-0, Interior(1) -1-0-0 to 2-11-4 zone; porch left : for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 s been designed for a 10.0 psf bottom chord live load honconcurrent with any other live loads. ias 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 m the bottom chord and anv other members. Truss Truss Type Qty Ply 2129626 CJ3C JACK -OPEN 2 1 Job Reference (optional) )urce, mant city, F L - 32bbb, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 08:46:07 2 I D:jKnojHDZrEoeaWL3RxZVb1 yyUJc-cV2sfgSzLJNIimLKmczT5HM DU7Vx10kAF u 0-3-0 -2-0-0 3-0-0 2-0-0 3-0-0 3-0-0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d i Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.01 2-4 >999 240 i Lumber DOL 1.25 BC 0.18 Vert(CT) -0.01 2-4 >999 180 I * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a i Code FBC2017/TP12014 Matrix-P 2x6 SP No.2 2x4 SP No.2 (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=142(LC 12) Max Uplift 3=-35(LC 9), 2=-482(LC 12), 4=-59(LC 8) Max Grav 3=25(LC 17), 2=307(LC 1), 4=52(LC 3) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. i1 PLATES GRIP MT20 244/19 Weight: 17lb FT BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlin BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. -I., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 2-11-4 zone; porch left for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 s been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. as been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide .n the bottom chord and any other members. )r(s) for truss to truss connections. ianical connection (bv others) of truss to bearinq plate capable of withstanding 100 lb uplift at ioint(s) 3. 4 exceot (it=lb) Truss Truss Type Qty Ply 2129626 CJ5 Jack -Open 2 1 Job Reference (optional) )urce, I'lant Uty, I-L - 32bbb, 8.240 s Mar, 9 2020 MiTek Industries, Inc. Thu Aug 27 08:46:09 2 ID:jKnojHDZrEoeaWL3RxZVb1 yyUJc-YtAd4MUDtxdTx3Vjt1 ?xAiSXCx3H DF5TL -4-0-0 3-2-9 5-0-0 4-0-0 3-2-9 1-9-7 f SPACING- 2-0-0 CSI. DEFL. I Plate Grip DOL 1.25 TC 0.43 Vert(LL) I Lumber DOL 1.25 BC 0.64 Vert(CT) Rep Stress Incr YES WB 0.14 Horz(CT) I Code FBC2017/TP12014 Matrix-P 2x6 SP M 26 2x4 SP No.2 2x4 SP No.3 (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=266(LC 12) Max Uplift 4=-185(LC 12), 2=-906(LC 12), 5=-73(LC 17) Max Grav 4=116(LC 1), 2=567(LC 1), 5=134(LC 12) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 2-3=-618/113 2-6=-168/742 3-6=-876/199 5-0-0 5-0-0 in (loc) I/defl L/d 0.12 2-6 >471 240 0.11 2-6 >500 180 0.00 5 n/a n/a 4 PLATES GRIP MT20 244/19 Weight: 33lb FT BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlin BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. -I., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -4-0-0 to-1-0-0, Interior(1) -1-0-0 to 4-11-4 zone; porch left for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 s been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,as been desianed for a live load of 20.ODsf on the bottom chord in all areas where a rectanale 3-6-0 tall by 2-0-0 wide Truss Truss Type Qty Ply 2129626 CJ5C JACK -OPEN 2 1 Job Reference (optional) )urce, Plant City, FL - 32566, -2-0-0 2-0-0 ;,Y)-- [2:0-3-0,Edge] 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 08:46:10 2 I D:jKnojH DZrEoeaWL3RxZVb1 yyUJc-13k?HiVreEIKZD4vRIWAjw_ktLPmykUc i 5-0-0 1-9-7 5-0-0 5-0-0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.12 2-4 >458 240 Lumber DOL 1.25 BC 0.62 Vert(CT) 0.11 2-4 >491 180 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a Code FBC2017/TPI2014 Matrix-P 2x6 SIP No.2 2x4 SP No.2 (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=192(LC 12) Max Uplift 3=-111(LC 12), 2=-535(LC 12), 4=-104(LC 8) Max Grav 3=103(LC 1), 2=360(LC 1), 4=92(LC 3) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/19 Weight: 25lb FT BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlin BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. ;I., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 4-11-4 zone; porch left for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 s been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. as 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 m the bottom chord and any other members. :r(s) for truss to truss connections. ianical connection (bv others) of truss to bearina plate capable of withstandina 100 lb uplift at inint(s) Pxr.Pnt (it=lh1 Truss Truss Type Qty Ply 2129626 CJ7 Jack -Open 2 1 Job Reference (optional) >urce, runt city, r-L - 32bb6, -4-0-0 4-0-0 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 08:46:11 2 I D.jKnojHDZrEoeaWL3RxZVb1 yyUJc-VG INV2VTPYtBBNe6?S1 PF7Xtilg9h7cmMr 5 7-0-0 5 3-6-1 4 3-5-15 7-0-0 3-5-15 3-6-1 SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.03 6-7 >999 240 MT20 244/19 Lumber DOL 1.25 BC 0.29 Vert(CT) 0.03 6-7 >999 180 Rep Stress Incr YES WB 0.26 Horz(CT) -0.01 6 n/a n/a 1 Code FBC2017/TPI2014 Matrix-S Weight: 44lb FT BRACING- 2x6 SP M 26 TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=315(LC 12) Max Uplift 4=-164(LC 12), 2=-938(LC 12), 6=-171(LC 9) Max Grav 4=119(LC 1), 2=609(LC 1), 6=127(LC 3) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 2-3=-351 /733 2-7=-830/425, 6-7=-830/425 3-6=-455/888, 3-7=-433/146 Structural wood sheathing directly applied or 6-0-0 oc purlin Rigid ceiling directly applied or 6-1-0 oc bracing. 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. DI., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -4-0-0 to-1-0-0, Interior(1) -1-0-0 to 6-11-4 zone; porch left for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 s been desioned for a 10.0 osf bottom chord live load nonconcurrent with anv nther live Inads_ Truss Truss Type Qty Ply 2129626 CJ7C JACK -OPEN 2 1 Job Reference (optional) )urce, Plant Glty, I-L - 32bbb, -2-0-0 2-0-0 8.240 s Mar 9 2020 MI feK Industries, Inc. Thu Aug 27 08:46:12 2 ID:jKnojH DZrEoeaWL3RxZVb 1 yyUJc-zSsliOW6As?2oXDIYAYeoL4yn86rQeGvt 3-5-15 3-5-15 4.00 12 2x4 11 3 8 7 2 d° 0° 6 2x4 11 46 = 7-0-0 7-0-0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.21 5-6 >379 240 Lumber DOL 1.25 BC 0.52 Vert(CT) 0.19 5-6 >407 180 Rep Stress Incr YES WB 0.05 Horz(CT) -0.02 4 n/a n/a Code FBC2017/TP12014 Matrix-S 2x6 SP No.2 2x4 SP No.2 2x4 SP No.3 (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=241(LC 12) Max Uplift 4=-253(LC 12), 2=-619(LC 12), 5=-101(LC 12) Max Grav 4=185(LC 1), 2=429(LC 1), 5=77(LC 3) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 3-6=-319/109 4 5 PLATES GRIP MT20 244/19 Weight: 34lb FT BRACING - TOP CHORD Structural wood sheathing directly applied or 5-1-15 oc purl! BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf, h=25ft; B=45ft; L=24ft; eave=4ft; Cat. -I., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 6-11-4 zone; porch left for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 s been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. as 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 In the bottom chord and any other members. Ws) for truss to truss connections. HJ6 DIAGONAL HIP GIRDER 1 1 Job Reference (optional) ;e, Ft Pierce, FL 8.240 s Jun 26 2020 MiTek Industries, Inc. Thu Aug 27 10:16:57 . ID.jKnojHDZrEoeaWL3RxZVb1yyUJc-40B5ux2_iBgxyp4rrClOf N1tuWD2ZUrz -5-7-14 3-4-10 6-9-5 5-7-14 3-4-10 3-4-11 2x4 I I NAILED 5 6 NAILED 2.83 12 3x4 12 NAILED 10x12 � 10 4 NAILED 3 11 2 1 13 9 14 8 8x10 II 2x4 II NAILED 7 NAILED NAILED 3x4 = NAILED 00-d'-6 11 3-4-10 3-4-4 6-9-5 3-4-11 (,Y)-- [2:0-5-13,0-10-2], [2:1-7-13,0-5-01 `) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.01 8-9 >999 240 MT20 244/1 Lumber DOL 1.25 BC 0.13 Vert(CT) 0.01 9 >999 180 " Rep Stress Incr NO WB 0.14 Horz(CT) 0.00 8 n/a n/a Code FBC2017/TP12014 Matrix-P Weight: 106 lb FT 2x6 SP M 26 2x6 SP No.2 2x4 SP No.2 2x6 SP M 26 1-4 2x6 SP M 26 both sides Left 2x8 SP 240OF 2.0E 2-5-9 (lb/size) 2=862/0-10-9, 8=-28/Mechanical Max Horz 2=276(LC 4) Max Uplift 2=-1535(LC 4), 8=-328(LC 13) Max Grav 2=862(LC 1), 8=35(LC 3) i - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 2-11=-287/633, 3-11=-253/588, 3-10=-397/679, 4-10=-397/691 2-13=-726/458, 9-13=-726/458, 9-14=-726/458, 8-14=-726/458 4-8=-496/787 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlin BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. -13 scab 1 to 4, both face(s) 2x6 SP M 26 with 2 row(s) of 10d (0.131 "x3") nails spaced 9" o.c.except : starting at 4-8-4 Truss Truss Type Qty Ply 2129626 HJ9C DIAGONAL HIP GIRDER 2 1 Job Reference (optional) )urce, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 08:46:15 2 ID:jKnojHDZrEoeaWL3RxZVblyyUJc-N1XuLPZ TnNcfytEl6LQziW1M55dvzMH( -2-9-14 6-0-0 8-4-8 12-8-0 2-9-14 6-0-0 2-4-8 4-3-8 2 Special NAILED 5x8 = 10 2.83 12 NAILED NAILED NAILED NAILED 13 4x6 3x6 = 4 12 Special 3 NAILED 11 14 15 9 16 17 NAILED NAILED 2x4 II NAILED NAILED NAILED NAILED NAILED NAILED 6-0-0 8-4-8 12-8-0 6-0-0 2-4-8 4-3-8 ;,Y)-- [2:0-8-1,Edgej, [8:0-3-8,0-4-0] I I * I SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.60 BC 0.67 WB 0.43 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL) 0.17 8-9 >851 240 Vert(CT) 0.16 8-9 >903 180 Horz(CT) 0.03 8 n/a n/a PLATES GRIP MT20 244/19 Weight: 82lb FT 2x6 SP No.2 *Except* 1-4: 2x6 SP M 26 2x6 SP No.2 2x4 SP No.2 (size) 2=0-10-15, 8=Mechanical Max Horz 2=330(LC 4) Max Uplift 2=-1071(LC 4), 8=-1055(LC 4) Max Grav 2=1705(LC 27), 8=740(LC 31) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 2-3=-2543/1928 2-9=-1995/2096, 8-9=-1995/2095 3-9=-390/370, 3-8=-2148/2046, 5-8=-258/376 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-14 oc purl! BOT CHORD Rigid ceiling directly applied or 4-6-3 oc bracing. WEBS 1 Row at midpt 3-8 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. -I., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 s been designed for a 10.0 nsf bottom chord live load nonconcurrent with anv other live loads_ Truss Truss Type Qty Ply 2129626 J6 Jack -Partial 2 1 Job Reference (optional) )urce, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 08:46:16 2 I D:jKnojHDZrEoeaW L3RxZVb1 yyUJc-rD5GYIZcE4VTH8X3n?dayBEckmXCMN E -2-0-0 3-8-2 ' 6-10-0_ 2-0-0 3-8-2 3-1-14 4 4.00 12 3x4 3 8 2 9 7 6 5 2x4 II 5x6 = 3x6 = 3-8-2 6-10-0 3-8-2 3-1-14 ;,Y)-- [2:0-3-0,Edge] SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP I Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.04 6-7 >999 240 MT20 244/19 I Lumber DOL 1.25 BC 0.30 Vert(CT) 0.03 6-7 >999 180 I Rep Stress Incr YES WB 0.37 Horz(CT) -0.01 5 n/a n/a I Code FBC2017/TPI2014 Matrix-P Weight: 30lb FT 2x4 SP No.2 2x4 SP No.2 2x4 SP No.3 (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=240(LC 12) Max Uplift 4=-113(LC 12), 2=-614(LC 12), 5=-226(LC 12) Max Grav 4=85(LC 1), 2=423(LC 1), 5=154(LC 3) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 2-3=-372/1003 2-7=-1132/393, 6-7=-1132/393 3-6=-429/1236, 3-7=-509/166 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlin BOT CHORD Rigid ceiling directly applied or 5-1-2 oc bracing. 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. :;I., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 6-9-4 zone; porch left for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 s been desioned for a 10.0 nsf bottom chord live load nonconcurrent with anv other live loads_ Truss Truss Type Qty Ply 2129626 J9C JACK -PARTIAL 4 1 Job Reference (optional) >urce, Plant Uty, FL - 32566, -2-0-0 2-0-0 i% Il 4.00 12 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 08:46:16 2 ID:jKnojH DZrEoeaWL3RxZVb1 yyUJc-rD5GYIZcE4VTH8X3n?dayBEjDmQoMRw 9-0-0 4-6-1 2x4 11 3 6 2x4 11 9-0-0 4 5 ,Y)-- [2:0-2-2,Edgej I SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.43 5-6 >240 240 MT20 244/19 Lumber DOL 1.25 BC 0.71 Vert(CT) 0.40 5-6 >261 180 Rep Stress Incr YES WB 0.07 Horz(CT) -0.02 4 n/a n/a Code FBC2017/TP12014 Matrix-S Weight: 43lb FT 2x6 SP M 26 2x4 SP No.2 2x4 SP No.3 (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=290(LC 12) Max Uplift 4=-361(LC 12), 2=-711(LC 12), 5=-122(LC 12) Max Grav 4=261(LC 1), 2=503(LC 1), 5=93(LC 3) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 3-6=-456/157 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlin BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf, h=25ft; B=45ft; L=24ft; eave=4ft; Cat. ;I., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 8-11-4 zone; porch left for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 s been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, as been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide n the bottom chord and anv other members. Truss Truss Type Qty Ply 2129626 MV5 Valley 2 1 Job Reference (optional) )urce, I'lant aty, 1-L - 325Ei6, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 08:46:17 2 ID:jKnojHDZrEoeaWL3RxZVb1 yyUJc-JQfel5aE?OdKvl6FLj8pVOns29s65vDekt 5-4-13 5-4-13 Q O 2x4 I I 2 2x4 � 2x4 II 3 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP I Plate Grip DOL 1.25 TC 0.63 Vert(LL) n/a - n/a 999 MT20 244/19 I Lumber DOL 1.25 BC 0.38 Vert(CT) n/a - n/a 999 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a 1 Code FBC2017lfP12014 Matrix-P Weight: 17lb FT BRACING- 2x4 SP No.2 TOP CHORD 2x4 SP No.3 2x4 SP No.3 BOT CHORD (size) 1=5-4-1, 3=5-4-1 Max Horz 1=107(LC 12) Max Uplift 1=-11O(LC 12), 3=-147(LC 12) Max Grav 1=173(LC 1), 3=173(LC 1) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 2-3=-165/319 Structural wood sheathing directly applied or 5-4-13 oc purli except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. ,I., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-11-5 to 3-11-5, Interior(1) 3-11-5 to 5-3-1 zone; porch left for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ;s continuous bottom chord bearing. s been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. as been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide :n the bottom chord and anv other members. Truss Truss Type Qty Ply 2129626 V9 Valley 1 1 Job Reference (optional) )urce, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 08:46:26 2 ID:jKnojHDZrEoeaWL3RxZVb1 yyUJc-Z8i2eAhut9m3Uhl_N6pxMlfrpoyBiya; 4-10-8 9-8-15 4-10-8 4-10-8 2x4 46 = 4.00 12 2 4 2x4 11 -12 9-8-15 - 2 9-8-3 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d Plate Grip DOL 1.25 TC 0.28 Vert(LL) n/a - n/a 999 Lumber DOL 1.25 BC 0.26 Vert(CT) n/a - n/a 999 Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 3 n/a n/a l Code FBC2017ITP12014 Matrix-S 2x4 SP No.2 2x4 SP No.3 2x4 SP No.3 (size) 1=9-7-7, 3=9-7-7, 4=9-7-7 Max Horz 1=-36(LC 10) Max Uplift 1=-110(LC 12), 3=-11O(LC 12), 4=-248(LC 12) Max Grav 1=139(LC 21), 3=139(LC 22), 4=360(LC 1) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 2-4=-254/400 2x4 PLATES GRIP MT20 244/19 Weight: 28lb FT BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlin BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. roof live loads have been considered for this design. 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. cl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-11-5 to 3-11-5, Interior(1) 3-11-5 to 4-10-8, Exterior(2) 0-8, Interior(1) 7-10-8 to 8-9-11 zone; porch left exposed;C-C for. members and forces & MWFRS for reactions shown; =1.60 plate grip DOL=1.60 ss continuous bottom chord bearing. s been desioned for a 10.0 Dsf bottom chord live load nonconcurrent with anv other live loads. Truss Truss Type Qty Ply 2129626 V13 Valley 1 1 Job Reference (optional) wrce, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 08:46:18 2 I D:jKnojHDZrEoeaWL3RxZVb1 yyUJc-ocD 1 zRbsmilBWShSvQf22cK8EZG8gLyo: 6-10-8 13-8-15 6-10-8 6-10-8 3x4 8 2x4 11 4x6 = Cl 7 2x4 11 13-8-15 6 2x4 11 3x4 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a - n/a 999 MT20 244/19 Lumber DOL 1.25 BC 0.08 Vert(CT) n/a - n/a 999 l Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 5 n/a n/a Code FBC2017/TPI2014 Matrix-S Weight: 44lb FT 2x4 SP No.2 2x4 SP No.2 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlin BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. All bearings 13-7-7. Max Horz 1=54(LC 11) Max Uplift All uplift 100 lb or less atjoint(s) 1, 5, 7 except 6=-242(LC 12), 8=-242(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 6=285(LC 22), 8=285(LC 21) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 4-6=-221 /328, 2-8=-221 /328 roof live loads have been considered for this design. 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. cl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-11-5 to 4-0-0, Interior(1) 4-0-0 to 6-10-8, Exterior(2) 6-10-8 :erior(1) 9-8-15 to 12-9-11 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; .=1.60 plate grip DOL=1.60 as continuous bottom chord bearing. is been designed for a 10.0 Dsf bottom chord live load nonconcurrent with anv other live loads. - Truss Truss Type Qty Ply 2129626 V17 GABLE 1 1 Job Reference (optional) )urce, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 08:46:19 2 I D:jKnojH DZrEoeaWL3RxZVb1 yyUJc-GonPAncVW?t28cGeT8B IapslSzbWZomx( 8-6-8 9-2-7 , 17-8-15 8-6-8 0-7-15 8-6-8 fl 3x4 9 4.00 12 2x4 11 2 8 2x4 11 4x6 = 3 2x4 I I 4 7 6 5x6 = 2x4 II 10 3x4 :,Y)-- [7:0-3-0,0-3-01 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a - n/a 999 MT20 244/19 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a - n/a 999 Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 5 n/a n/a l Code FBC2017/TP12014 Matrix-S Weight: 58lb FT BRACING- 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlin 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2x4 SP No.3 All bearings 17-8-15. Max Horz 1=-71(LC 10) Max Uplift All uplift 100 lb or less at joints) 1, 5 except 7=-127(LC 12), 8=-322(LC 12), 6=-322(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=271(LC 1), 8=378(LC 21), 6=378(LC 22) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 2-8=-283/418, 4-6=-283/418 roof live loads have been considered for this design. 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. cl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-11-5 to 3-11-5, Interior(1) 3-11-5 to 8-10-8, Exterior(2) 10-8, Interior(1) 12-10-8 to 16-9-11 zone; porch left exposed;C-C for members and forces & MWFRS for reactions )er DOL=1.60 plate grip DOL=1.60 as continuous bottom chord bearinq. --a■-...- Truss Truss Type Qty Ply 2129626 V21 GABLE 1 1 Job Reference (optional) wrce, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 08:46:20 2 ID:jKnojHDZrEoeaWL3RxZVb1yyUJc-k?Kn07c7HJOvmmggOriX71 PP1 NvNIEJ5Q 8-6-8 13-2-7 21-8-15 8-6-8 4-7-15 8-6-8 3x4 = 2x4 II 3x4 = 4.00 12 2x4 II 3 13 4 14 5 2 2x4 11 6 x4 10 9 8 3x4 2x4 II 5x6 = 2x4 II 21-8-15 --[3:0-2-0,0-2-13],[5:0-2-0,0-2-13],[9:0-3-0,0-3-0] SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d 1 Plate Grip DOL 1.25 TC 0.46 Vert(LL) n/a - n/a 999 Lumber DOL 1.25 BC 0.28 Vert(CT) n/a - n/a 999 l Rep Stress Incr YES WB 0.17 Horz(CT) 0.01 7 n/a n/a I Code FBC2017/TP12014 Matrix-S PLATES GRIP MT20 244/19 Weight: 71lb FT BRACING- 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlin 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2x4 SP No.3 All bearings 21-8-15. Max Horz 1=-69(LC 10) Max Uplift All uplift 100 lb or less atjoint(s) except 1=-112(LC 12), 7=-112(LC 12), 9=-222(LC 8), 10=-418(LC 12), 8=-418(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 7, 9 except 10=509(LC 1), 8=509(LC 1) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 4-9=-180/250, 2-10=-371/569, 6-8=-371/569 roof live loads have been considered for this design. 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. cl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-11-5 to 3-11-5, Interior(1) 3-11-5 to 8-6-8, Exterior(2) 8-6-8 erior(1) 12-9-7 to 13-2-7, Exterior(2) 13-2-7 to 17-5-6, Interior(1) 17-5-6 to 20-9-11 zone; porch left exposed;C-C for J forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 Truss Truss Type Qty Ply 2129626 V25 GABLE 1 1 Job Reference (optional) >urce, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 08:46:21 2 ID:jKnojHDZrEoeaW L3RxZVb1 yyUJc-CBu9bTdl2d8mOvP1 aYDmfEyeHnGO11GEi 8-6-8 17-2-7 25-8-15 8-6-8 8-7-15 8-6-8 3x4 = 3x4 = 4.00 12 3 4 18 5 19 6 7 15 14 13 12 11 10 3x 3x4 = 25-8-15 :,Y)-- [3:0-2-0,0-2-13], [7:0-2-0,0-2-13] SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d l Plate Grip DOL 1.25 TC 0.23 Vert(LL) n/a - n/a 999 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a - n/a 999 Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 9 n/a n/a l Code FBC2017/TP12014 Matrix-S PLATES GRIP MT20 244/19 Weight: 88lb FT BRACING- 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlin 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2x4 SP No.3 All bearings 25-8-15. Max Horz 1=-69(LC 10) Max Uplift All uplift 100 lb or less atjoint(s) 1, 9 except 12=-297(LC 9), 14=-244(LC 8), 15=-309(LC 12), 11=-239(LC 9), 10=-309(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 12=343(LC 21), 14=301(LC 21), 15=364(LC 21), 11=301(LC 22), 10=364(LC 22) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 5-12=-261/341, 4-14=-225/283, 2-15=-269/417, 6-11=-225/282, 8-10=-269/417 roof live loads have been considered for this design. 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. cl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-11-5 to 3-11-5, Interior(1) 3-11-5 to 8-6-8, Exterior(2) 8-6-8 iterior(11 12-10-8 to 17-2-7. Exterior(2) 17-2-7 to 21-5-6. Interior(l) 21-5-6 to 24-9-11 zone: oorch left exoosed:C-C for ....... Truss Truss Type Qty Ply 2129626 V29 GABLE 1 1 Job Reference (optional) wrce, Plant city, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 08:46:23 2 I D:jKnojHDZrEoeaWL3RxZVb1 yyUJc-8a0w09f?aEOUdDZPizFElf1 vFaw3VbRX71 10-10-7 13-2-6 17-2-7 21-2-7 29-8-15 10-10-7 2-3-15 4-0-0 4-0-0 8-6-8 4x6 = 4.00 12 3 4x6 = 4x6 = t4 15 14 13 12 11 10 9 3x4 = 17-2-7 29-8-15 17-2-7 12-6-8 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d Plate Grip DOL 1.25 TC 0.46 Vert(LL) n/a - n/a 999 l Lumber DOL 1.25 BC 0.28 Vert(CT) n/a - n/a 999 Rep Stress Incr YES WB 0.15 Horz(CT) 0.00 8 n/a n/a Code FBC2017/TPI2014 Matrix-S PLATES GRIP MT20 244/1 Weight: 107lb FT BRACING- 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlin 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2x4 SP No.3 2x4 SP No.3 All bearings 29-8-15. Max Horz 1=-95(LC 10) Max Uplift All uplift 100 lb or less at joints) 14, 10 except 1=-139(LC 12), 8=-134(LC 12), 15=-430(LC 12), 13=-226(LC 12), 11=-314(LC 9), 9=-433(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 8, 14, 13, 10 except 15=507(LC 21), 11=371(LC 22), 9=503(LC 22) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 2-15=-370/486, 4-13=-183/298, 5-11=-283/346, 7-9=-367/490 roof live loads have been considered for this design. 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf, h=25ft; 13=45ft; L=30ft; eave=4ft; Cat. cl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-11-5 to 3-11-5, Interior(1) 3-11-5 to 10-10-7, Exterior(2) 3-2-6. Interior(l) 13-2-6 to 28-9-11 zone: porch left exoosed:C-C for members and forces & MWFRS for reactions Truss Truss Type Qty Ply 2129626 V31 GABLE 1 1 Job Reference (optional) wrce, riant L;ity, ru - Ubtiti, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 08:46:25 2 ID:jKnojHDZrEoeaWL3RxZVb1 yyUJc-4y8gRggF6reCsXjopOHig46D3ObBzVlga 11-7-4 15-11-4 23-11-4 31-2-9 11-7-4 4-3-15 8-0-1 7-3-5 4x6 = 4.00 12 3 2x4 11 3x4 = 4 3x6 11 3x4 = 7 4 14 13 12 11 10 2x4 II 2x4 II 5x6 = 2x4 II 2x4 II -2-9 ,Y)-- [8:0-2-0,0-2-131, [12:0-3-0,0-3-01 i SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP Plate Grip DOL 1.25 TC 0.63 Vert(LL) n/a - n/a 999 MT20 244/1 Lumber DOL 1.25 BC 0.37 Vert(CT) n/a - n/a 999 * Rep Stress Incr YES WB 0.16 Horz(CT) 0.00 9 n/a n/a Code FBC2017/TP12014 Matrix-S Weight: 108lb FT BRACING- 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlin 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2x4 SP No.3 All bearings 31-2-9. Max Horz 1=104(LC 11) Max Uplift All uplift 100 lb or less atjoint(s) 13 except 1=-175(LC 12), 9=-184(LC 12), 14=-470(LC 12), 12=-332(LC 12), 11=-257(LC 9), 10=-373(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 9, 13 except 14=557(LC 21), 12=374(LC 1), 11=253(LC 17), 10=508(LC 22) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 2-3=-151 /258 2-14=-406/527, 4-12=-279/414, 6-11=-202/284, 7-10=-355/422 'oof live loads have been considered for this design. 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=31ft; eave=4ft; Cat. :I.. GCpi=0.18: MWFRS (directional) and C-C Exterior(2) 0-11-5 to 4-0-10, Interior(1) 4-0-10 to 11-7-4. Exterior(2) _ ..... _ Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-,Ile. I I For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. * Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 X 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPl1: National Design Specification for Metal Plate Connected Wood Truss Construction. nc+n nn. _:_ ... - - -' - --' - - ^ -- - - - O 2 U a O 1 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 0 Q: O U IL 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 .81