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HomeMy WebLinkAboutTrussC`J .-1 (10 U) ry) N *-i 0) o N l0 ,--i N �. co 31 13 J5 17 17 17 17 17 17 17 J7 J7 37 15 13 J1 10' " 0 z J L) m ' 0' V4 TRUSS END DETAIL SQUARE CUT OVERHANG 12 w/2X4 LEVEL RETURNS 6 4-3/16" HEEL HEIGHT 2'-O' f`lO Lr) Ct N Q Q Q Q Q Q 0) L Hatch,, F atc, en 7CRI KEG AREA B 9'-4' A.F. Y BLDR. 41 all R VENT CIE: 0 E13 N E13 E13 E13 E13 13 0 J1 0 CAUTION!!! 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. (ie. 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 FirstSource. NO EXCEPTIONS. 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. TRUSS CONNECTION LIST QT PRODUCT LUS24 3 HTU26 HTQ28 1 HTU26-2 HG US26-2 HGUS28-2 HGUS28-3 r ' ` BUILDER: GHO HOMES J1 ,, l Y � 71011 211411 I WED FC)F1 ODE COMPLIANCL ST. LLACIE COUNTY HANGER LEGEND PROJECT: Meadowood MODEL: Grenadine JEM - Traditional ADDRESS: TBD LOT / BLOCK,, 66 CITY: FORT PIERCE COUNTY ST LUCIE CO DRAWN BY: LR JOB # : 2729261 DATE: 4/2/2021 SCALE: NTS * - ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED OTHERWISE ` * - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46 REVISIONS: UNLESS NOTED OTHERWISE 1. 04/21/21 FRONT ELEV CHANGE 2. 3' MAINVINFORCE RESISTING`SYSTEM/C-C HYBRID IMPORTANTWIND7-164. ENCL This Drawing Must Be Approved And EXPOCATEGORY C Returned Before Fabrication Will OCCUPANCY CATEGORY II Begin. For Your Protection Check All WIND LOAD 160 MPH Dimensions And Conditions Prior To *TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF Approval Of Plan. BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH LI!A4. ANY OTHER LIVE LOADS SIGNATURE BELOW INDICATES ALL FirstSource NOTES AND DIMENSIONS HAVE ROOF LOADING FLOOR LOADING BEEN ACCEPTED. TOLL: 20 PSF TCLL: PSF 7 TCDL: 15 PSF TCDL: PSF F S. KINGS HIGHWAY FORT PIECE, FL 34945 BCDL: 10 PSF BCDL: PSF By Date Ph. (772) - 461 5475 TOTAL: 45 PSF TOTAL: PSF DURATION: 1.25 DURATION: i/ ® 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: 2729261_GHO_66MW - GHO Homes - Grenadine JEM - Traditional MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: GHO Homes Project Name: MW66 Model: . Tampa, FL 33610-4115 Lot/Block: 66 Subdivision: Meadowood Address: TBD, . City: FORT PIERCE State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: N/A Wind Speed: 160 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 42 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T23660995 Al 4/23/21 23 T23661017 C3 4/23/21 2 T23660996 A2 4/23/21 24 T23661018 C4 4/23/21 3 T23660997 A3 4/23/21 25 T23661019 C6 4/23/21 4 T23660998 A4 4/23/21 26 T23661020 CJ3 4/23/21 5 T23660999 A5 4/23/21 27 T23661021 CH 4/23/21 6 T23661000 A6 4/23/21 28 T23661022 Dl 4/23/21 7 T23661001 A7 4/23/21 29 T23661023 D2 4/23/21 8 T23661002 A8 4/23/21 30 T23661024 D3 4/23/21 9 T23661003 A9 4/23/21 31 T23661025 D4 4/23/21 10 T23661004 A10 4/23/21 32 T23661026 EJ3 4/23/21 11 T23661005 All 4/23/21 33 T23661027 HJ3 4/23/21 12 T23661006 Al2 4/23/21 34 T23661028 J1 4/23/21 13 T23661007 A13 4/23/21 35- T23661029 J3 4/23/21 14 T23661008 A14 4/23/21 36 T23661030 J3G 4/23/21 15 T23661009 A15 4/23/21 37 T23661031 J5 4/23/21 16 T23661010 A16 4/23/21 38 T23661032 J7 4/23/21 17 T23661011 A17 4/23/21 39 T23661033 J7A 4/23/21 18 T23661012 B1 4/23/21 40 T23661034 J7G 4/23/21 19 T23661013 B2 4/23/21 41 T23661035 V2 4/23/21 20 T23661014 B3 4/23/21 42 T23661036 V4 4/23/21 21 T23661015 Cl 4/23/21 22 T23661016 C2 4/23/21 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSVTPI 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 desi� �fOr�py, �r �U? irippa fuse, the building designer should verify applicability o gn a me rs n roper yiy incorporate these designs into the overall iP.pCO�"PLANCE FILECOPTT.LCiECOUNTY BOCCAW STATE OF 11111 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 23,2021 Velez, Joaquin 1 of 1 Job Truss Truss Type City Ply GHO Homes - Grenadine JEM - Traditional T23660995 2729261_GHO_66MW Al Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MITek Industries, Inc. Wed Apr 21 12:11:19 2021 Page 1 I D: rcJP 0140c?YPehxeU_io6xzNgS4S nTA6 Em NhYPZH iUrzwOFOu rC NkwVxXQ G84JRtSzO VH6 2-0-0 6-103 13 1-0 20-0-0 285-0 33-0-0 33-1r13 40-0-0 11211 , 2-0-0 6.10-3 6-2-13 6-11-0 8-5-0 4-7-0 0-1-13 6-10 3 2-0-0 5x6 = 6.00 Scale = 1:73.2 3x6 = 5x6 = 5x8 = 3x6 = 6-10-3 13-1-0 20-M 28-5-0 33-0-0 33 j,-13 40-0-0 6-10-3 6-2-13 6-11-0 85-0 4-7-0 0-1-13 6-10-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(CT) BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) in (loc) I/defl Lid -0.21 17 >999 360 -0.53 15-16 >886 240 0.22 10 n/a n/a 0.26 17 >999 240 I i i LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 1-4,8-11: 2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP No.2 `Except' 5-18,7-13: 2x4 SP No.3, 15-16,14-15: 2x4 SP No.1 WEBS WEBS 2x4 SP No.3 *Except* 16-19,12-14: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=450(LC 11) Max Uplift 2=-827(LC 12), 10=833(LC 12) Max Grav 2=1965(LC 1), 10=1952(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3297/1303, 3-5=-3475/1448, 5-6=-2364/1117, 6-7=-2364/1113, 7-9=-3435/1477, 9-10=-3272/1317 BOT CHORD 2-19=-955/2975, 5-16=-114/696, 15-16=-992/3246, 14-15=-1051/3072, 7-14=137/620. 10-12=-1001/2789 WEBS 3-19=-516/268, 16-19=-879/2908, 3-16=-60/294, 5-15=1419/652, 6-15=-506/1381, 7-15=-1339/676, 12-14=-938/2735, 9-14=-59/324, 9-12=-474/266 PLATES GRIP MT20 244/190 Weight: 259 lb FT = 20% Structural wood sheathing directly applied or 2-2-0 oc purlins. Rigid ceiling directly applied or 5-9-7 oc bracing. Except: 10-0-0 oc bracing: 16-18 1 Row at midpt 5-15, 7-15 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 20-0-0, Exterior(2R) 20-0-0 to 24-0-0, Interior(1) 24-0-0 to 42-1-7 zone; cantilever left and right exposed ;C-C for members and forces R MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=827,10=833. oQUIN 1 Vl4 01•GENg `` • �•� F• No 68182 "0 ;•ZIJ O:•• ST OF • _�: 111111111011 O N A�� �. Joaquin Velez PE No.68182 MfTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 23,2021 & WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Tek° fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Grenadine JEM - Traditional T23660996 2729261_GHO_66MW A2 Hip 2 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc., Wed Apr 21 12:13:50 2021 Page 1 I D: rcJ P 0140c?YPehxeU_i o6xzN qS4-Xg5Fps b57x R8vvXsJ7D gekb_tcQzpszVt3OwfCzOV EI -2-0-0 , 6-10-3 13-1-0 19-0-0 , 21-0-0 28-5-0 33-0-0 33-1-13 40 OM 42-0-0 , 2 0-0 6-16-3 6-2-13 5-11-0 2-0-0 7-5-0 4-7-0 0-1-13 6-10-3 2-M 0 5x6 = 5x6 = 3x6 = 5x6 = 5x8 = 3x6 = 13-1-0 19.0-0 , 21-0-0 , 28-5-0 33-0-0 334, 13 40-0-0 Scale = 1:76.2 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.92 BC 0.95 WB 0.62 Matrix-SH DEFL. in (loc) Vdefl Ud Vert(LL) -0.26 15-16 >999 360 Vert(CT) -0.60 15-16 >788 240 Horz(CT) 0.23 9 n/a n/a Wind(LL) 0.27 17 >999 240 PLATES GRIP MT20 244/190 Weight: 248 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 3-5,6-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: BOT CHORD 2x4 SP No.2 'Except' 10-0-0 oc bracing: 16-18 4-18,7-12: 2x4 SP No.3 WEBS 1 Row at midpt 4-15, 7-14 WEBS 2x4 SP No.3 *Except* 16-19,11-13: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-433(LC 10) Max Uplift 2=-827(LC 12), 9=833(LC 12) Max Grav 2=1965(LC 1). 9=1952(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3302/1313, 3-4=-3445/1437, 4-5=-2419/1132, 5-6=-2059/1100, 6-7=-2418/1126, 7-8=-3404/1468,8-9=-3276/1326 BOT CHORD 2-19=-950/2973, 4-16=-141/732, 15-16=-965/3203, 14-15=-490/2059, 13-14=-1040/3029, 7-13=-166/657, 9-11=-1009/2795 WEBS 3-19=-523/267, 16-19=-876/2938, 4-15=-1368/624, 5-15=284/717, 6-14=284/710, 7-14=-1287/651, 11-13=-949/2744, 8-13=-27/260, 8-11 =478/263 ,11111111111"1 N VFW �j�, NOTES- ,%%.% PQUI ` ,O•'�GENS'•������ 1) Unbalanced roof live loads have been considered for this design. •' V F�'• 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. N O 681 82 •: II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 19-0-0, Exterior(2E) 19-0-0 to 21-0-0, Exterior(2R) 21-0-0 to 26-7-14, Interior(1) 26-7-14 to 42-1-7 zone; cantilever left and right exposed ;C-C for : members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 = 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. �• S 0 F 4) Provide adequate drainage to prevent water ponding. �(V O �'.'� 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads. �� T P •' _ �� O R liO •'•\�` psf 7) ' This truss has been designed for live load 20.Opsf bottom 1I SS • • • • • • • • • `�� a of on the chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ` �� ��/� will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=827, 9=833. Joaquin Velez PE No.68182 MiTek USA, -Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 23,2021 ® 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 onlyupon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply GHO Homes -Grenadine JEM -Traditional T23660997 2729261_GHO_66MW A3 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 12:14:21 2021 Page 1 ID:rcJP0140c?YPehxeU_io6xzNgS4-7oTzJSzXgSLk7gPpd8HxOHNJL5OAasf3?OP3FvzOVEG 11-7-0 13-1-0 17-0-0 23-0-0 28-5-0 33 5-8 40-0-0 42-0-0 , 2-0-0 6-6-8 5-0-8 1-6-0 3-11-0 6-0-0 5.5-0 5-0-8 6-6.8 2-0-0 Scale = 1:76.1 6.00 12 5x8 = 5x6 = 528 6 29 3x6 = 6x8 = 5x8 = 3x6 = 6-" LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.77 BC 0.95 WB 0.69 Matrix-SH DEFL. in Vert(LL) -0.27 Vert(CT) -0.56 Horz(CT) 0.26 Wmd(LL) 0.28 (loc) I/deft Ud 17 >999 360 17 >842 240 9 n/a n/a 17 >999 240 PLATES GRIP MT20 244/190 Weight: 254 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: WEBS 2x4 SP No.3 *Except* 10-0-0 oc bracing: 16-18 11-13,16-19: 2x4 SP No.2 WEBS 1 Row at midpt 4-15, 5-14, 7-14 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-392(LC 10) Max Uplift 2=-827(LC 12), 9=-833(LC 12) Max Grav 2=2248(LC 17), 9=2222(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3788/1370, 3-4=-4086/1522, 4-5=2946/1251, 5-6=2543/1212, 6-7=2899/1269, 7-8=-3923/1557, 8-9=-3738/1383 BOT CHORD 2-19=-1006/3523, 15-16=-1022/3836, 14-15=-627/2748, 13-14=-1100/3394, 7-13=-229/918, 9-11 =-1 065/3185, 4-16=-200/1036 WEBS 3-19=-617/305, 4-15=-1439/554, 5-15=265/1064, 5-14=252/224, 6-14=-266/940, 7-14=-1316/579, 11-13=-1041/3144, 8-13=-37/370, 8-11=535/302, 16-19=970/3477, 3116=-37/326 NOTES- ,`,1� ,%%OPp�UIN• VF���,� � 1) Unbalanced roof live loads have been considered for this design. �% G E N SF••• �� 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. �� •'• V� II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 17-0-0, Exterior(2R) No 68182 17-0-0 to 22-7-14, Interior(1) 22-7-14 to 23-0-0, Exterior(2R) 23-0-0 to 28-6-12, Interior(1) 28-6-12 to 42-1-7 zone; cantilever left and for + ' * •: right exposed ;C-C members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 : 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. -p : 4) Provide adequate drainage to prevent water ponding. i -13 ' S T OF 11 •• 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 bottom chord live load live loads. 0 /41 �� T •' Q;: • psf nonconcurrent with any other 7) ' This truss has been designed for live load �� �i, •�' 0 R k a 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. `�N,�� �I sts • • • • • \ % � 8) Provide mechanical connection (by others) of truss to bearing 100 lb '-'1110 N A� E plate capable of withstanding uplift at joint(s) except Qt=lb) 2=827, 9=833. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 23,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not [R� a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall `e building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Grenadine JEM - Traditional T23660998 2729261_GHO_66MW A4 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 12:14:52 2021 Page 1 ID:rcJP0140c?YPehxeU_io6xzNgS4jlrhp3L W FLLRHmx9LC9pAaUbaGLtTd7iPCrczOVDn 2-0-0 6-10-3 13 1-0 17-0-0 23-0-0 28-5-0 33-0-0 33-1r13 40-0-0 2-0-0 _1 6-3 6-2-13 3-11-0 6-0 0 5-5-0 4-7-0 0- -13 6-10 3 2-0-0 5x8 = 5x6 = 6.00 12 528 6 29 3x6 = 5x6 = 5x8 = 3x6 = 33-0-0 40-0-0 Scale=1:76.1 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.90 BC 0.96 WB 0.68 Matrix-SH DEFL. in Vert(LL) -0.26 Vert(CT) -0.54 Horz(CT) 0.24 Wlnd(LL) 0.27 (loc) I/deft L/d 17 >999 360 17 >873 240 9 n/a n/a 17 >999 240 PLATES GRIP MT20 244/190 Weight: 253 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 4-18,7-12: 2x4 SP No.3 10-0-0 oc bracing: 16-18 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 4-15, 5-14, 7-14 16-19,11-13: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-392(LC 10) Max Uplift 2=-827(LC 12), 9=833(LC 12) Max Grav 2=2248(LC 17), 9=2222(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3772/1367, 3-4=-3930/1485, 4-5=2944/1251, 5-6=2543/1211, 6-7=-2879/1262, 7-8=-3785/1516, 8-9=-3722/1380 BOT CHORD 2-19=-999/3506, 4-16=-163/872, 15-16=-982/3692, 14-15=-627/2747, 13-14=1057/3267, 7-13=-187/776,9-11=-1058/3167 WEBS 3-19=-529/278, 4-15=-12571503, 5-15=264/1058, 6-14=262/933, 7-14=-1162/526, 16-19=-942/3428,11-13=-1014/3098,8-13=-52/260,8-11=-465/274 \IIIIIIII#,��' TES- OUnbalanced UIN V roof live loads have been considered for this design. ��,``,0P'a G E N•�<�Co V� SF�'•• ��� 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. i •' II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 17-0-0, Exterior(2R) N O 68182 •: 17-0-0 to 22-7-14, Interior(1) 22-7-14 to 23-0-0, Exterior(2R) 23-0-0 to 28-6-12, Interior(1) 28-6-12 to 42-1-7 zone; cantilever left and + * : right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 = 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. '0 4) Provide adequate drainage to prevent water ponding. •,� S O F � 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for 10.0 bottom live load live loads. .O• a psf chord nonconcurrent with any other ' 0 R k 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ice`' . CI` ��'�,S will fit between the her mebers, ottom chord and any tof bconnection '�%�`�� 8) Provide mechanical trussmo bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=1b) (by others) O N A� 2=827, 9=833. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 23,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PI1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Grenadine JEM -Traditional T23660999 2729261_GHO_66MW A5 Hip 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 12:15:19 2021 Page 1 ID:rcJP0140c7YPehxeU_io6xzNgS4-QyzvUlgw9HfW4brzl KKXIVnCYUnWA5ObKPSBIYzOVDM -2-0-0 6-10-3 13-1-0 15-0-0 20-0-0 25-0-0 28-5-0 , 33-, 40-0-0 2-% 6-10-3 6-2-13 1-11-0 5-0-0 5-0-0 3-5-0 4-8 Al13 6-10-3 M 0 5x6 = 6.00 F12 3x4 = 5x6 = 306 31 7 3x6 = 5x6 = 5x6 = 3x6 = Scale=1:76.1 6-10-3 13-1-0 15-0-0 252-0 28 5-0 33-1-13 40-M 6-10-3 6-2-13 1-11-0 10-0-0 3-'0 4.8-13 6-10-3 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [5:0-3-0,0-2-0], [7:0-3-0,0-2-0], [9:0-3-0,0-3-0], [14:0-6-0,Edge], [15:0-6-0,0-3-01, [17:0-2-4,0-1-41 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.43 15-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.83 15-16 >569 240 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.23 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.26 18 >999 240 Weight: 255 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 *Except* _BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 4-19,8-13: 2x4 SP No.3, 15-17,14-15: 2x4 SP No.1 10-0-0 oc bracing: 17-19 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 6-16, 6-15 17-20,12-14: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-351(LC 10) Max Uplift 2=-827(LC 12), 10=833(LC 12) Max Grav 2=2254(LC 17), 10=2231(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3787/1373, 3-4=-3914/1486, 4-5=-3282/1329, 5-6=2931/1245, 6-7=-2858/1258, 7-8=-3232/1354,8-9=-3785/1515,9-10=-3746/1390 BOT CHORD 2-20=-1007/3490, 4-17=-203/748, 16-17=-963/3621, 15-16=-852/3088, 14-15=-1039/3242, 8-14=-221/638, 10-12=-1070/3192 WEBS 3-20=-511/284, 4-16=-958/443, 5-16=400/1174, 6-16=362/212, 6-15=394/200, 7-15=412/1164, 8-15=-866/466, 17-20=975/3333, 9-12=457/281, 9-14=65/252, 12-14=-1040/3026 11111111111///// ICI NOTES- `%%,OPQU......VF�� , �jf ��� •'�\C E N S'• 1) Unbalanced roof live loads have been considered for this design. `� •' F•••, 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. No 68182 •: II; E:xp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 15-0-0, Extericr(2R) * 15-0-0 to 20-7-14, Interior(1) 20-7-14 to 25-0-0, Exterior(2R) 25-0-0 to 30-7-14, Interior(1) 30-7-14 to 42-1-7 zone; cantilever left and : right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 = 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 't7 to the use of this truss component. O �� SYu.O F 4) Provide adequate drainage to prevent water ponding. �IIJ i�,T •'. A, 5) All plates are 2x4 MT20 unless otherwise indicated. Q;.' �_% O R' 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' i • • • � • • • '\ �, ��I SSA • 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 11 N A 0 ///I►' will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 100 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=827, 10=833. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 23,2021 l& WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall r building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11nPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Grenadine JEM -Traditional T23661000 2729261_GHO_66MW A6 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 12:15:38 2021 4-7-0 Scale = 1:77.6 3x6 = 6.00 12 5x8 i 5x6 5x6 = 3x6 = 5x6 = 3x4 JI I� — VnV — 5x8 = 3x6 = 6-2-11 111-0 1711 , 20-01 27-0-0 28-5-q 33-0' 40-0-0 6-2-11 6-10-5 4-3-0 2-8-8 6-11-8 1-5-0 4-7-0 7-0-0 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [4:0-2-12 0-2-8], [5:0-3-0,Edge], [8:0-3-0,0-2-0], [10:0-3-0,0-3-0], [13:0-3-8,0-2-8], [15:0-2-8,Edge], [17:0-5-12,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.35 15-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.71 15-16 >662 240 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.23 11 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-SH Wind(LL) 0.27 16 >999 240 Weight: 247 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 4-8: 2x4 SP No.1 Except: BOT CHORD 2x4 SP No.2 *Except* 1 Row at midpt 4-6 4-18,9-14: 2x4 SP No.3, 15-17: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 *Except* 17-19,13-15: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=-354(LC 10) Max Uplift 2=-838(LC 12), 11=838(LC 12) Max Grav 2=2211(LC 17), 11=2212(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3764/1453, 3-4=-3641/1512, 4-6=3465/1590, 6-7=-3534/1603, 7-8=-3534/1603, 8-9=-3735/1615, 9-10=-3771/1550, 10-11=-3701/1399 BOT CHORD 2-19=-1108/3484, 4-17=-146/781, 16-17=-986/3331, 15-16=-907/3034, 11-13=-1077/3152 WEBS 3-19=287/243, 17-19=-1083/3346, 13-15=-1037/3182, 10-15=-61/290, 10-13=-491/298, 7-16=-516/357, 8-16=263/786, 4-16=225/720, 8-15=428/1090 1111111111111�,' V 4*1 NOTES- 1) Unbalanced roof live loads have been considered for this design. ,,`��OPQUIN �� , •• G E N 3 • • �� F•'•• 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. ` •' �- Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 15-2-0, Exterior(2E) N O 681 82 15-2-0 to 17-3-10, Interior(1) 17-3-10 to 27-0-0, Exterior(2R) 27-0-0 to 31-0-0, Interior(1) 31-0-0 to 42-1-7 zone; cantilever left and • •: * right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 : 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific = to the use of this truss component. 'tJ 4) Provide adequate drainage to prevent water ponding. �• S O F Z 5) All plates are 2x4 MT20 unless otherwise indicated. O • J Q 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide •.' N_,�� O �•• • •. R l fit between e bottom chord and any other members, l lovide o bearing platth e 8) PreCapable of withstanding 100 lb uplift at joint(s) except Qt=lb) mechanical al connection (byothers) s)of truss 2=838, 11=838. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 23,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall MiTek* building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Iy1 iTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type Qty Ply GHO Homes -Grenadine JEM -Traditional T23661001 2729261_GHO_66MW A7 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 12:15:55 2021 Page 1 ID:rcJP0140c?YPehxeU_io6xzNgS4-Nt8W2c6VhLBP07bt8Uz C5HMn_5EbJ1ucOA2YSzOVCo 2-0-0 6-2-11 13-1-0 15-2-0 19 4-0 23-10-8 24r2-0 28-5-0 29 O 0 33-0-0 40-0-0 42-0-0 , 2 0 0 6-2-11 6-10-5 + 2-1-0 4-2-0 4-6-8 0- -8 4-10 0-7- 4-0-0 7-0-0 2-0-0 5xs II 6.00 12 Scale = 1:77.6 3x6 = 5x6 = 3x4 I I 5x6 = 3x6 = 33-0.0 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020lrP12014 CSI. TC 0.89 BC 0.95 WB 0.94 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/defl Ud -0.35 15-16 >999 360 -0.75 15-16 >627 240 0.24 10 n/a n/a 0.37 16 >999 240 PLATES GRIP MT20 244/190 Weight: 257 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 `Except` BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 4-18: 2x4 SP No.3, 15-17: 2x6 SP No.2 WEBS 1 Row at midpt 5-16 WEBS 2x4 SP No.3 *Except* 17-19,12-15,5-16: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-354(LC 10) Max Uplift 2=-837(LC 12), 10=-836(LC 12) Max Grav 2=2194(LC 17), 10=2190(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3726/1441, 3-4=-3573/1489, 4-5=-3577/1661, 5-6=-4921/2171, 6-7=-4306/1842, 7-8=-3446/1501, 8-9=-3792/1594, 9-1 0=-3652/1425 BOT CHORD 2-19=-1094/3450, 4-17=-405/378, 16-17=-772/2884, 15-16=-1385/4071, 10-12=-1099/3106 WEBS 3-19=-309/253, 17-19=-1071/3273, 6-16=-2423/1146, 7-16=-31/463, 7-15=-937/447, 9-12=-559/328,8-15=-492/1436,12-15=-1113/3133,9-15=-66/366,5-17=576/1255, ',��1.1111111111 5-16=-1231/3073 11IIN V�<� NOTES- ,�� , ,•'\CENS'• F•••, 1) Unbalanced roof live loads have been considered for this design. •' 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. No 68182 •: II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 15-2-0, Exterior(2E) = * : 15-2-0 to 19-4-0, Interior(1) 19-4-0 to 29-0-0, Exterior(2R) 29-0-0 to 33-0-0, Interior(1) 33-0-0 to 42-1-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 = 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific "'0 : Ir to the use of this truss component. i '. S OF 1U 4) Provide adequate drainage to prevent water ponding. indicated. i � O(��' �� Q,• 5) All plates are 2x4 MT20 unless otherwise 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .0 •• O R , Q SS'� • • • • •�\ 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �I ��% �t4f N A; will fit between the bottom chord and any other members, with BCDL = 10.Opsf. `t J%%% 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=837, 10=836. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 23,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdcation, storage, delivery,erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Qty Ply GHO Homes -Grenadine JEM -Traditional TRroofsSIrType T23661002 2729261_GHO_66MW AS ecial 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 12:16:11 2021 Page 1 ID:rcJP0140c?YPehxeU_io6xzNgS4-vy6ZP41XwFCBJapy4FFkrTx6cRXiLX2FIV2u6XzOVCY 15-4-0 15-2-0 i -2-0-0 i 6-2-11 13-1-0 , 15-0-0 ,.i 21A-0 28-5-0 31-0-0 35-0-0 40-0-0 i 42-0-0 i 2-0-0 6-2-11 6-10-5 1-11-0 6-0-0 7-1-0 2-7-0 4-0-0 W. 2-0-0 0-2-0 Scale = 1:79.2 0-2-0 5x6 = 6.00 12 4x6 3x6 = 6x8 = 3x4 II 4x8 = 5x12 = 3x6 15-4-0 15 2-0 r 6-2-11 13-1-0 i 15-0-0 „ 21-0-0 26-5-0 31-0-0 40-0-0 6-2-11 6-10-5 1-11-0 6-0_o 7-1A 2-7-0 9-0-0 0-2-0 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020frP12014 CSI. TC 0.77 BC 0.96 WB 1.00 Matrix-SH DEFL. in (loc) I/deft L/d Vert(LL) -0.34 15 >999 360 Vert(CT) -0.78 14-15 >603 240 Horz(CT) 0.29 10 n/a n/a Wmd(LL) 0.43 15 >999 240 PLATES GRIP MT20 244/190 Weight: 246 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 5-6: 2x4 SP No.1, 6-8: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 *Except` WEBS 1 Row at midpt 6-14, 6-16 4-18,7-13: 2x4 SP No.3, 14-17: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 12-14: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=354(LC 11) Max Uplift 2=-838(LC 12), 10=838(1_C 12) Max Grav 2=1942(LC 1), 10=1942(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3303/1433, 3-4=-3154/1463, 4-5=-2797/1434, 5-6=-2855/1386, 6-7=-3999/1897, 7-8=-3937/1868, 8-9=-2989/1394, 9-10=-3253/1526 BOT CHORD 2-19=-1088/2903, 4-17=-152/479, 16-17=-933/2720, 15-16=-1893/4873, 14-15=-1890/4878, 7-14=-406/324, 10-12=-1209/2789 WEBS 3-19=-280/246, 17-19=-1046/2687, 6-15=0/281, 6-14=980/414, 12-14=-937/2695, /2393, 8-12=-832/398, 9-12=-276/277, 5-16=1055/2180, 6-16=-2774/1334, ,111111111/,,,�, %O%% I N V�t� I'jI 4-16=-784/4 NOTES- �� .'�V� S�•'• �i 1) Unbalanced roof live loads have been considered for this design. No 68182 •: 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 15-2-0, Exterior(2R) * :• 15-2-0 to 19-2-0, Interior(1) 19-2-0 to 31-0-0, Exterior(2R) 31-0-0 to 35-1-14, Interior(1) 35-1-14 to 42-1-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 '0 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific O �S F to the use of this truss component. • �� A' 4) Provide adequate drainage to prevent water ponding. TC��' ` Q ;: �iO R�`' ••' 5) All plates are 2x4 MT20 unless otherwise indicated. • • •� • `�� 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,,�O N A� 111��� will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Joaquin Velez PE No.68182 2=838, 10=838. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 23,2021 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 m� a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite,203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Grenadine JEM - Traditional T23661003 2729261_GHO_66MW A9 Roof Special Girder 1 Job Reference (optional) Builders FirslScurce (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 12:16:30 2021 Page 1 ID: rcJ P 0140c?YPehxe U_io6xzNgS4{cm kOaXSR5bR5Vmchk5B7UD PO51117E2fy9OHxzOV CF 1 -2 -1 , 4-4-0 7.8-1 13-0-0 16-5-0 17-4-p 20-7-2 23-4-0 28-5-0 33-0-0 36-0-0 40-0-0 , 42-0-0 , 2-0-0 4 4-0 3-4-1 5-3 15 3-5-0 0-11- 3-3 2 2 8 14 5-1-0 4-7 0 3" 3-0 0 2-0-0 6.00 F12 6x8 = 6x8 = 5 6 Scale = 1:77.6 4x6 = 7x8 = 5x8 11 7x8 = 4x8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.29 16 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.65 15-16 >731 240 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(CT) 0.17 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.43 15-16 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-6,6-8,8-10: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 5-19: 2x4 SP No.3, 15-18: 2x6 SP M 26, 9-14: 2x4 SP No.2 11-14: 2x8 SP 240OF 2.0E WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 PLATES GRIP MT20 244/190 Weight: 604 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Max Horz 2=-309(LC 6) Max Uplift 2=-1083(LC 8), 11=1813(LC 8) Max Grav 2=2354(LC 1), 11=3434(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4166/1680, 3-4=-3627/1626, 4-5=-4228/1935, 5-6=4245/1940, 6-7=-4459/1988, 7-8=-7606/3356,8-9=-10495/4914,9-10=-10317/4844,10-11=-6681/3302 BOT CHORD 2-21 =-1 279/3594, 20-21=-1279/3593, 5-18=-131/333, 17-18=-2698/6794, 16-17=-4602/10889, 15-16=4600/10895, 14-15=382/940, 9-15=398/264, 13-14=-662/1412, 11-13=-2741/5866 WEBS 3-21=01276, 3-20=666/304, 4-20=572/200, 18-20=-1035/3069, 4-18=-832/2057, 8-15=-1522/1170, 13-15=-2117/4545, 10-15=-2085/5068, 10-13=505/371, 6-18=-586/1367, 7-17=-1606/3635, 8-17=-5419/2519, 7-18=-3725/1729 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 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 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; 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 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and anv other members ,111/111111//.,I OPQ.0 I N VFW i No 68182 r S OFA, 4f ,0 .*t 10N A - �00*_ lltlt Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 23,2021 L;onu uec on page z 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 d a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design into the overall Val building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Grenadine JEM - Traditional T23661003 2729261_GHO_66MW A9 Roof Special Girder 1 n L Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MTek Industries, Inc. Wed Apr 21 12:16:30 2021 Page 2 ID: rcJP0140c?YPehxeU_io6xzNgS4-rcmkOaXSR5bR5Vmchk5B7UDPO51117E2fy9OHxzOVCF NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 2=1083, 11=1813. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 221 Ib down and 197 Ib up at 31-2-13, and 320 Ib down and 274 Ib up at 33-0-0 on top chord, and 1229 Ib down and 546 Ib up at 30-4-12, and 88 Ib down at 31-2-13, and 372 Ib down and 505 Ib up at 32-10-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-6=70, 6-8=-70, 8-10=-70, 10-12=-70, 2-19=20, 15-18=-20, 11-14=-20 Concentrated Loads (lb) Vert: 10=-99(F) 13=-369(F) 30=-141(F) 31=-1229(F) 32=-66(F) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 ' Job Truss Truss Type Qty Ply GHO Homes - Grenadine JEM - Traditional T23661004 2729261_GHO_66MW A10 Hip 1 1 Job Reference (optional) Builders Firstbource (Plant City, FL), Plant City, FL - 33567, t3.43U s Mar 22 ZU21 MI I eK Inclustrles, Inc. Wec Apr 21 1 z:12:U1 2U21 rage 1 ID:rCJP0140c?YPehxeU_io6xzNgS4-DsO2xbHjoRicK9ivQkm6jlaMGfFgnTiSocUfL1 zOVGS -2-0-0 7-8-15 16-0-0 19-6-0 25-0-0 28-5-0 33-7-5 + 40-0-0 42-0-0 , 2-0.0 7-8-15 7-3-1 4-6-0 5-6-0 3-5-0 5-2-5 6-4-11 Scale = 1:76.1 5x8 = 6.00 12 4x6 = 5x6 = 5 30 6 3x6 = 5x12 = 4x8 = 3x6 = 7-8-15 15-0-0 19-6-0 22-11-0 25-0-0 28-5-0 33-7-5 40-0-0 1 7-8-15 7-3-1 4Fi-0 3-5-0 2-1-0 3-5-0 5-2-5 6-4-11 Plate Offsets (X,Y)— [3:0-4-0,0-3-0], [4:0-6-0,0-2-8], [6:0-3-0,0-2-0], [8:0-3-0,0-3-0], [11:0-3-8,0-2-0], [13:0-3-8,0-1-12], [15:0-6-4,0-5-4], [17:0-3-12,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.30 14-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.70 14-15 >674 240 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.40 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wmd(LL) 0.37 13-14 >999 240 Weight: 257 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 3-4: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-7-11 cc bracing. Except: BOT CHORD 2x4 SP No.2 *Except* 10-0-0 cc bracing: 12-13 5-16,7-12: 2x4 SP No.3, 13-15: 2x4 SP No.1 WEBS 1 Row at midpt 3-17 WEBS 2x4 SP No.3 *Except' JOINTS 1 Brace at Jt(s): 13 11-13: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=351(LC 11) Max Uplift 2=-838(LC 12), 9=-838(LC 12) Max Grav 2=1942(LC 1), 9=1942(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3256/1407, 3-4=-2537/1218, 4-5=-3579/1652, 5-6=3224/1513, 6-7=3616/1620, 7-8=-5183/2185, 8-9=-3279/1403 BOT CHORD 2-18=-1033/2877, 17-18=-1034/2874, 14-15=-1162/3604, 13-14=-1643/4575, 7-13=-585/1631, 9-11 =-1 086/2804 WEBS 3-18=0/320, 3-17=-822/455, 4-17=-869/286, 15-17=-758/2510, 4-15=-740/2123, ,j11111111111 647/25466-14=-505/1274, 7-14=-1838/852, 11-13=1231/3156, 8-13=-539/1729, SOPQ0IN V 8-11=- NOTES- ♦ •' �. F�'•• 1) Unbalanced roof live loads have been considered for this design. No 68182 •: 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 15-0-0, Exterior(2R) 15-0-0 to 20-7-14, Interior(1) 20-7-14 to 25-0-0, Exterior(2R) 25-0-0 to 30-7-14, Interior(1) 30-7-14 to 42-1-7 zone; cantilever left and - right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ; '0 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �• S OF 4 to the use of this truss component. .Q• A" �., 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. T(� • Q` •' ♦` O R t �i�`'. •'•`(aN •�\ 6) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads. �I sS/ • • psf ' �%% ��,� N A� 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 11�% will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Joaquin Velez PE No.68182 2=838, 9=838. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 23,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall g� I� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 VliTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes- Grenadine JEM -Traditional T23661005 2729261_GH0_66MW All Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33557, 8.430 s Mar 22 2U21 MI I eK Industries, Inc. Wed Apr 21 12:1 Z:U/ 2UZ1 Page 1 ID:rcJ P0140c?YPehxeU_io6xzNgS4-20NJBeLUN HSI2493n?tWzOgQE41YBBcLBYXZYgzOVGM 2-0 0 6 6 14 13-0-0 19 6-0 27-0-0 27 7-15 33-7-5 40.0-0 42-0-0 2-0-0 6 6-14 6-5 2 6 6-0 7 6-0 0- - 5 5-11 6 6 4 11 2-0-0 6.00 12 Scale = 1:76.2 5xl2 = 5x6 = 4 295 30 6 7 d 3x6 = 5xl2 = 5x6 = 3x6 = 13-0-0 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.77 BC 0.84 WB 0.93 Matrix-SH DEFL. in (loc) I/defl Lid Vert(LL) -0.30 13-14 >999 360 Vert(CT) -0.72 13-14 >651 240 Horz(CT) 0.34 9 n/a n/a Wind(LL) 0.37 13-14 >999 240 PLATES GRIP MT20 244/190 Weight: 257 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 4-6: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 5-7-9 oc bracing. Except: BOT CHORD 2x4 SP No.2 *Except` 6-7-0 oc bracing: 13-14 5-15,7-12: 2x4 SP No.3, 13-14: 2x6 SP No.2 10-0-0 oc bracing: 12-13 WEBS 2x4 SP No.3 `Except` JOINTS 1 Brace at Jt(s): 13 11-13: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=311(LC 11) Max Uplift 2=-838(LC 12), 9=-838(LC 12) Max Grav 2=1942(LC 1), 9=1942(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3287/1420, 3-4=-2704/1261, 4-5=4377/1953, 5-6=-4412/1959, 6-7=-4535/2055, 7-8=-4656/1956, 8-9=-3289/1411 BOT CHORD 2-17=-1060/2884, 16-17=-1061/2881, 5-14=-545/383, 13-14=-1270/3801, 9-11=-1097/2815 WEBS 3-17=0/256, 3-16=-653/383, 4-16=-526/226, 14-16=-779/2454, 4-14=-907/2423, 111111111111 6-14=-327/856, 6-13=-643/1434, 11-13=-1195/3065, 8-13=-321/1242, 8-11=-1126/555 %% QUIN V�� NOTES- I , •,.`G E N'S, •• [�' �I� 1) Unbalanced roof live loads have been considered for this design. ♦,� ♦ •' �. F•'•• 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. N o 68182 II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 13-0-0, Exterior(2R) + * :• 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 27-0-0, Exterior(2R) 27-0-0 to 32-7-14, Interior(1) 32-7-14 to 42-1-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. = O �• S OF 4) Provide adequate drainage to prevent water ponding. 5) All are 2x4 MT20 unless otherwise indicated. �14J ,, _ �� TC•�'.'P P plates 6) This has been designed .' ♦� R �i� , •'•`�� truss for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `' �� �I ss� �` %% will fit between the bottom chord and any other members. �I�,10 N A, 1JIVIN 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=838, 9=838. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 23,2021 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 11, a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall Inv building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �i'r'�k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Grenadine JEM -Traditional T23661006 2729261_GHO_66MW Al2 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 12:12:30 2021 Page 1 ID: rcJP0140c?YPehxeU_io6xzNgS4-tRG00VdvzMMU IcQUdKovOtHKYM7n3fRjTdOhsrzOVG? -2-0-0 5-4-13 11-0-0 16-11-2 23-0-0 27-7-15 29-0-q 34-7-3 40-0-0 , 42-0-0 , 2-0-0 1-4.13 5-7-3 5-11-2 6-0-14 4-7-15 1 4-1 5-7 3 5 4-13 2-0-0 5x8 = 2829 5x6 = 530 631 5x8 = 3233 7 3x6 = 5x6 = 7x8 = 3x4 11 5x6 = 3x6 = 1-0-0 27-7-15 29-0-0 34-7-3 40-0-0 Scale = 1:74.8 LOADING (psi) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.89 BC 0.91 WB 0.67 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) Vdefl Ud -0.25 14-15 >999 360 -0.61 14-15 >773 240 0.23 9 n/a n/a 0.32 15 >999 240 PLATES GRIP MT20 244/190 Weight: 246 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 6-16: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 15-17,11-14: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Harz 2=269(LC 11) Max Uplift 2=-835(LC 12), 9=-830(LC 12) Max Grav 2=1949(LC 1), 9=1959(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3317/1416, 3-4=-2867/1291, 4-5=-3081/1462, 5-6=3743/1686, 6-7=-3778/1698, 7-8=-3592/1522, 8-9=-3347/1404 BOT CHORD 2-19=-1069/2882, 18-19=-1069/2882, 17-18=-816/2490, 6-15=-433/313, 14-15=-106513173, 9-11=-1107/2870 WEBS 3-18=-491/302, 4-18=-81/379, 4-17=-355/900, 5-17=-962/485, 15-17=-1023/2965, 5-15=-271/838, 7-15=-371/877, 7-14=-210/741, 8-11=-470/294, 11-14=-1104/2864, t1111111111c1 8-14=-79/406 av'N NOTES- `�� .•��GENg•• �'��. 1) Unbalanced roof live loads have been considered for this design. : •' V F•••• 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. 4 N o 68182 •:• II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 11-0-0, Exterior(2R) 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 29-0-0, Exterior(2R) 29-0-0 to 34-7-3, Interior(1) 34-7-3 to 42-1-7 left * �' zone; cantilever and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. OF p �• S9t, 4) Provide adequate drainage to prevent water ponding. 5) All 2x4 MT20 indicated. �44/ „ % �� Q;•' plates are unless otherwise 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �_,�� ice`'. 0 R �I SSA • • • • • • • 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide fit between the bottom �\ ��� will chord and any other members. 111111110 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=835, 9=830. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 23,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ® a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall Inv piTek• 1' building design. Bracing Indicated is to prevent buckling 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 iVl fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type Qty Ply GHO Homes - Grenadine JEM - Traditional T23661007 2729261 GHO 66MW A13 Roof Special 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 12:12:50 2021 Page 1 ID:rcJP0140c?YPehxeU_io6xzNgS4-H HTaDLtSFVlfihyKoX8bC56o9QxRldcg4kslZhzOVFh 28-4-0 i -2-0-0 6-1-11 9-0-13 10-8-0 12-4-0 15.11-12 22-4-1 2-0025-4-1 27-7-15 31-0.0 35-9-2 i 40-0-0 i 42-0-0 i 2-0-0 6-1-11 2-11-2 1-7-3 1-8-0 3-7.12 6.4-5 0- - 5 2-4-1 2-3-14 -8- 2-8.0 4-9-2 4-;A0 Scale = 1:79.2 3x6 = 5x8 11 3x6 = 5X8 G 9 5x6 = 6x8 = 7x8 = 5x12 = 3x6 = 6-1-11 9-0-13 15-11-12 224 2 j-0r0 27-7-15 2$ 4r031-0-0 1- 40-0-0 6-1-11 2-11-2 6.10-15 6-4-5 0- - 5 4-7-15 O-S- 2-8-0 7_ 4-9-2 44 Plate Offsets (X,Y)-- [4:0-0-4,0-1-12], [5:0-3-0,Edge], [11:0-6-4,0-2-8], [19:0-3-0,Edge], [20:0-2-4,Edge], [23:0-1-12,0-2-12], [24:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.37 21 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.85 19-20 >554 240 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.26 13 n/a n/a BCDL 10.0 Code FBC2020(rP12014 Matrix-SH Wmd(LL) 0.47 21 >994 240 Weight: 255 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-3-5 oc purlins. 4-8: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 8-22, 10-17 WEBS 2x4 SP No.3 *Except* 9-20,9-19,16-19,20-23: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 13=0-8-0 Max Horz 2=-290(LC 10) Max Uplift 2=-833(LC 12), 13=830(LC 12) Max Grav 2=1952(LC 1), 13=1959(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3282/1466, 3-4=-2989/1445, 4-5=-295/165, 4-6=-3499/1688, 6-7=-3748/1808, 7-8=-4803/2224, 8-9=-5445/2569, 9-1 0=-4500/2143, 10-11 =-3990/1872, 11 -1 2=-3030/1411, 12-13=-3316/1447 BOT CHORD 2-25=-1142/2887, 24-25=-1142/2887, 23-24=-101212671, 19-20=113513199, 15-16=-115712840, 13-15=-1157/2840 WEBS 3-24=-300/184, 4-24=-88/337, 4-23=-596/1360, 7-23=-1202/619, 8-20=-2660/1350, 111111111�, 16-1994/2728, 09=-911997/351, 9/215, 19=-2110/1066, 814 ,,i�{ —942/2288120-23 6/3639, -20=094 1/1208 ``, ,OP001N' NOTES- •' �. F�'•, 1) Unbalanced roof live loads have been considered for this design. N O 68182' •: 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 10-8-0, Exterior(2E) * : 10-8-0 to 12-3-9, Interior(1) 12-3-9 to 25-4-1, Exterior(2E) 25-4-1 to 28-4-0, Interior(1) 28-4-0 to 31-0-0, Exterior(2R) 31-0-0 to 35-0-0, Interior(1) 35-0-0 to 42-1-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ; si •, g OF ( J 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific Q 44/ to the use of this truss component. °4 i Q P .• �_� ,% R • 4) Provide adequate drainage to prevent water ponding. i� . , • � \C? �I sS� • •�` 5) All plates are 2x4 MT20 unless otherwise indicated. /I��IO N A, 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ',`oot� 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Joaquin Velez PE No.68182 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) MiTek USA, Inc. FL Cert 6634 2=833, 13=830. 6904 Parke East Blvd. Tampa FL 33610 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Date: April 23,2021 WARNING - Vertty 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 � Ar. building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Y VliTeke is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Grenadine JEM - Traditional T23661008 2729261_GHO_66MW A14 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 12:12:59 2021 Page 1 ID:rcJP0140c?YPehxeU_io6xzNgS4-XOWz6Q 68GONH483gwpi3_Jp2lmMkp_BdYkNfzOVFY -2-0-0-5 10-8-0 14 4-0 20 4-1 23-0-0 25 4-1 27-7-15 30 4-0 33 0-0 36-7-3 40-0-0 IL 42-0-0 2-0-0 ' 6-4-5 4-3 11 3-8-0 6-0-1 2-7-15 2-4-1 2-3-14 2-8-1 2-8-0 3-7-3 3-4-13 2-0 0 5x6 II 5x6 = Scale = 1:79.2 6.00 12 4 5x12 5x6 = = 5x8 = 7 9 5x8 — 34 3x4 i 32 33 5 10 3 12 cs 31 35 r? 2 9 18 13 0 A I 0 1 7x10 = 7x8 = 14 .o x8 STP = 24 23 22 21 20 17 16 15 ST1.5xe 3x6 = 6x12 MT20HS = 7x10 = 5x12 = 3x4 = 3x6 = 6-4-5 10-8-0 14-4-0 20-4-1 23-0-0 27-7-15 30-4-0 33-0-0 40-0-0 ' 6-4-5 ' 4-3-11 3-8-0 6-0-1 2-7-15 4-7-15 2-8-1 2-8-0 7-0-0 Plate Offsets (X,Y)-- [11:0-6-0,0-2-8], [18:0-2-4,Edge], [19:0-3-8,Edge], [21:0-2-4 Ed e] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 'I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.39 21 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.88 21-22 >534 240 MT20HS 187/143 BCLL 0.0 Rep Stress [nor YES WB 0.85 Horz(CT) 0.25 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.50 21 >935 240 Weight: 254 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 2-5-1 oc purlins. 5-6: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-7-2 oc bracing. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 5-23 7-20,9-17: 2x4 SP No.3, 13-17,20-23: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 19-21,16-18: 2x4 SP No.1, 8-19,8-18: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 13=0-8-0 Max Horz 2=289(LC 11) Max Uplift 2=-838(LC 12), 13=-838(LC 12) Max Grav 2=1942(LC 1), 13=1942(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3272/1496, 3-4=-2856/1417, 4-5=2837/1441, 5-6=-4869/2354, 6-7=-4968/2361, 7-8=-4946/2462, 8-9=-4264/2138, 9-10=-4252/2037, 10-11=-3443/1722, 11-12=-3093/1482, 12-13=-3206/1567 BOT CHORD 2-24=-1182/2941, 23-24=-1182/2941, 22-23=-1897/4465, 21-22=-1895/4469, 18-19=-1167/3158,15-16=-110512731,13-15=1251/2726 iI111111/111 WEBS 2699/1455, 19-21=421 88/51 0, 6-19—815/47158-19—1410/2843-23=-2754/1318,58-18 16-18 —1 04/3637, ��,`QP•al;�N• 10-18=-28/397, 10-16=-2284/1055, 11-16=-662/1230 , •••�C E N S •• c, �� `�� NOTES- i No 68182 •: 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5:Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. * :• II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 10-8-0, Exterior(2E) = 10-8-0 to 14-4-0, Interior(1) 14-4-0 to 25-4-1, Exterior(2R) 25-4-1 to 29-4-1, Interior(1) 29-4-1 to 33-0-0, Exterior(2R) 33-0-0 to 36-9-6, b Interior(1) 36-9-6 to 42-1-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 0 �• S T 0 F Lumber DOL=1.60 plate grip DOL=1.60 �4J �� 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specificTt•�' �i�`'- •� R to the use of this truss component. SSA • • • • • • 4) Provide adequate drainage to prevent water ponding. � N 5) All plates are MT20 plates unless otherwise indicated. ' %�• 6) All plates are 2x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Joaquin Velez PE No.68182 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 MiTek USA, Inc. FL Cert 6634 will fit between the bottom chord and any other members. 6904 Parke East Blvd. Tampa FL 33610 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Date: 2=838, 13=838. April 23,2021 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 o a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p+� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i Vl iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job . Truss Truss Type Qty Ply GHO Homes - Grenadine JEM - Traditional T23661009 2729261_GHO_66MW A15 Roof Special 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 12:13:06 2021 Page 1 ID: fcJP0140c?YPehxeU_io6xzNgS4-pMRdap3VUQuNd9APkuRLsSnc_sRmVvb01Dkb71zOVFR -2-0-0 6-1-11 10-11-0 16-4-0 18-4-1 23-0-0 25-4-1 27-7-15 32-4-0 35-0-0 40-0-0 42-0-0 2-0.0 6-1-11 4 6-5 5-8-0 2-0-1 4-7-15 2 4-1 2-3-14 4-8-1 2-8-0 5-0-0 2-0-0 THIS TRUSS IS DESIGNED TO SUPPORT ONLY 2'-0" OF UNIFORM LOAD AS SHOWN. 5x6 = 5x6 = Scale = 1:79.2 6.00 12 4 5x6 = 7 9 3x4 3 P9 5x6 = 30 31 9 32 5x6 = 5x6 = 5 10 28 33 o 3412 n 2 17 16 i I9 ry 0 1 6x8 = 6x8 = 13 =� d x8 STP = 21 20 19 18 15 14 ST1.5x8 3x6 = 5x8 = 5x12 = 5x8 = 3x6 = 6-1-11 10-8-0 18-4-1 23-0-0 27-7-15 3210 40-0-0 661-11 ' 4-6-5 7-8-1 44 -15 4-7-15 4-B-1 7-8-0 Plate Offsets (X,Y)-- [11:0-3-0,0-2-0], [16:0-2-12,0-2-121, [17:0-2-8,0-2-12], [20:0-4-0 0-3-0] 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 0.34 Vert(LL) -0.30 19 >999 36D MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.67 19-20 >702 240 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.16 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.39 19 >999 240 Weight: 483 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-18,9-15: 2x4 SP No.3 7-6-8 oc bracing: 19-20. WEBS 2x4 SP No.3 *Except* 17-19,6-17,14-16,10-16: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Horz 2=-289(LC 10) Max Uplift 2=-838(LC 12), 12=-838(LC 12) Max Grav 2=1968(LC 17), 12=1942(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3285/1492, 3-4=-2889/1410, 4-5=-2889/1410, 5-6=6687/3127, 6-7=4968/2315, 7-8=-4998/2477, 8-9=-4308/2169, 9-1 0=-4288/201 1, 10-11=-4014/1933, 11-12=-3235/1528 BOT CHORD 2-21 =-1 181/3003, 20-21 =-1 181/3003,19-20=-2868/6531, 18-19=1411303, 7-17=-336/325, 16-17=-1147/3149,9-16=-332/323,12-14=-1181/2764 WEBS 3-20=-411/277, 4-20=-967/2143, 5-20=-4370/2162, 5-19=-63/367, 6-19=-1574/752, 17-19=-2871/6621, 6-17=-2509/1232, 8-17=-1452/2948, 8-16=-823/1512, 14-16=-1705/4034, 10-16=-426/270, 10-14=-2010/1008, 11-14=-785/1777 NOTES- 1) 2-ply truss to be connected togetherwith 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 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 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 10-8-0, Exterior(2R) 10-8-0 to 14-8-0, Interior(1) 14-8-0 to 25-4-1, Exterior(2R) 25-4-1 to 29-4-1, Interior(1) 29-4-1 to 35-0-0, Exterior(2R) 35-0-0 to 39-0-0, Interior(1) 39-0-0 to 42-1-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,,,�111117111,1I!'I % 00 IN No 68182 � 3 ' S OF 441: i� A" 1111111101 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 23,2021 in WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall pi�i�■ ��@k' building design. Bracing indicated is to prevent buckling 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 p fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes - Grenadine JEM -Traditional T23661009 2729261_GHO_66MW A15 Roof Special 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 12:13:06 2021 Page 2 I D: rcJP 0140c?YPehxe U_io6xzNgS4-pM Rdap3VU Qu Nd9APku RLsSnc_s Rm Vvb01 Dkb7lzOV FR NOTES- 9) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=83B, 12=838. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not my a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 oftrusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Grenadine JEM -Traditional T23661010 2729261_GHO_66MW A16 Roof Special Girder 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 12:13:26 2021 Page 1 ID:rcJP0140c?YPehxeU_ioGxzNgS4-EDeBmfJ 1 nZPYODiFv5ol fgczQwGrBwFzLKafgbzOVF7 2-0-0 4-9 8 10 8-0 14 6-11 17 4-0 23-0-0 25 4-1 27-7-15 31-1-0 34 4-0 37-0-0 40-0-0 42-0-0 2 0 0' 4-9-8 5-10-8 3-10-11 2-9-5 5 8 0 2 4 1 2-3 14 3-5 1 3-3 0 2 8 0 3 0-0 2-0-0 5x6 = 5x6 = Scale = 1:79.2 6.00 12 4 7 9 3x8 � 3x4 3x4 i 5 6x8 = 10 5x12 = 5x6 = 3 6 11 2 1 13 fd c; 0 19 11" d 1 6x8 = 6x8 = 14 .� d x8 STP = 25 24 23 22 21 18 17 32 16 15 3x6 = 5x8 = 4x4 = 7x8 = 3x4 11 5xl2 = 4x4 = ST1.5x8 STP = 4x6 = 4-9-8 10-8-0 14-6-11 1711 23-0-0 27-7-15 31-1-0 341 37-0-0 40-0-0 4-9-8 5-10-8 3-10-11 2-9-5 5 8-0 4-7-15 3-5 1 3 3-0 2 8-0 3 0 0 Plate Offsets (X,Y)— [6:0-2-12,0-3-0], [12:0-3-0,0-2-0], [17:0-6-0,0-2-12] [19:0-2-0,0-3-0], [20:0-2-0,0-2-12], [22:0-3-8 Edge], [24:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.36 21-22 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.80 21-22 >587 240 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(CT) 0.16 13 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-SH Wmd(LL) 0.47 21-22 >999 • 240 Weight:'523 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-13 cc purlins. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing, Except: 7-21,9-18: 2x4 SP No.3, 13-18: 2x6 SP No.2, 21-24: 2x4 SP No.1 7-10-9 cc bracing: 22-23. WEBS 2x4 SP No.3 *Except* 20-22: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 13=0-8-0 Max Horz 2=-290(LC 23) Max Uplift 2=-856(LC 8), 13=1138(LC 8) Max Grav 2=2021(LC 29). 13=2461(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3449/1184, 3-4=-3009/1139, 4-5=-2980/1156, 5-6=-5386/2036, 6-7=5188/1932, 7-8=-5232/2074, 8-9=-4530/1806, 9-10=-4539/1720, 10-11=-4629/1771, 11-12=-3760/1460,12-13=-4137/1564 BOT CHORD 2-25=-875/3163, 24-25=-875/3163, 23-24=-1585/4960, 22-23=-2980/8599, 21-22=-149/467, 7-20=-422/285, 19-20=-941/3323, 17-18=-100/255, 16-17=-2112/5928, 15-16=-2103/5914,13-15=-1226/3583 WEBS 3-24=-443/188, 4-24=-802/2239, 5-24=-2938/1168, 5-23=1026/2811, 6-23=-4585/1731, 6-22=-1492/611, 20-22=-2919/8365, 6-20=-4120/1595, 8-20=-1174/3104, 8-19=-664/1649, 17-19=1323/4014, 10-19=300/199, 10-17=-313/223, 11-17=-1983/810, 11-15=-2490/1174,12-15=651/1785 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 cc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and anv other members nbn d a 11111111111ll, %%%,OPQv I iV V F<<c .� J.•'GENd•.1�i� No 68182 OF Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 23,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. O !q Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �® C 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 MiTeik" 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/7P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Grenadine JEM - Traditional T23661010 2729261_GH0_66MW A16 Roof Special Girder 1 n L Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 12:13:26 2021 Page 2 ID:rcJP0140c7YPehxeU_io6xzNgS4-EDeBmfJ 1 nZPYODiFv5ol fgczQwGrBwFzLKafgbzOVF7 NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=856, 13=1138. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 640 lb down and 328 lb up at 37-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=70, 4-6=-70, 6-8=70, 8-11=-70, 11-12=-70, 12-14=-70, 2-21=20, 19-20=-20, 13-18=-20 Concentrated Loads (Ib) Vert:32=-551(B) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall g�s building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing YYiiTeks is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes - Grenadine JEM - Traditional T23661011 2729261_GHO_66MW A17 ROOF SPECIAL 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 12:13:29 2021 Page 1 I D: rcJ P 0140c?Y PehxeU_io6xzNgS4-eoKJ PhLw3Uo7lh Qqa DLkHJ EXh6J D 0 HZP21pJ RwzOV F4 2-0 0 , 5-11-11 10 8-0 14-0-0 17 4-0 20.0-12 22-11-15 25 4-1 27-7-15 , 32-1-5 37 41 2-0-0 ' 5-11-11 4 8-5 3-4-0 3-4-0 2-8-12 2-11-3 2-4-2 2-3 14 4-5-0 5-2-11 THIS TRUSS IS DESIGNED TO SUPPORT ONLY 2'-0" OF UNIFORM LOAD AS SHOWN. 5x6 = 5x6 = Scale = 1:69.7 6.00 12 3x4 i 4x6 -� i 3x4 8 10 29 5 28 26 3 27 5x6 11 7 3x4 Q 11 6 30 j c� 25 2 12 TO rgy]1 c'r 16 15 Id d 1 jc/ 5x8 = 06 x8 STP = 21 20 19 18 17 14 13 4x6 = 46 = 7x8 = 5x6 = 5x12 = 4x4 = 5-11-11 10-8-0 14-0-0 1710 20-0-12 22-11-15 27-7-15 32-1-5 37-4-0 5-11-11 4-8-5 3-0-0 2 8 12 2-11-3 4 8 0 4-5-6 5-2-11 Plate Offsets (X,Y)—[5:0-1-0,0-1-12],[12:0-1-8,0-0-8] [15:0-2-12,0-2-12],[16:0-2-4 0-2-0] [18:0-6-0,0-3-0] [20:0-2-12 0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.26 19 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.60 19 >742 240 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.09 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.36 19 >999 240 Weight: 501 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins. BOT CHORD 2x6 SP M 26 *Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-17,10-14: 2x4 SP No.3, 15-16: 2x4 SP No.2, 17-20: 2x6 SP No.2 8-7-1 oc bracing: 18-19. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 12=Mechanical, 2=0-8-0 Max Horz 2=276(LC 11) Max Uplift 12=-614(LC 12), 2=-805(LC 12) Max Grav 12=1656(LC 1), 2=1887(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3140/1405, 3-4=-2777/1333, 4-5=-2762/1372, 5-6=-8072/3805, 6-7=-5123/2431, 7-8=-4304/2074, 8-9=-4285/2183, 9-10=-3467/1772, 10-11=-3483/1673, 11-12=-3279/1524 BOT CHORD 2-21=-1222/2871, 20-21=-1222/2871, 19-20=-1751/4056, 18-19=-3417/7601, 17-18=-142/278, 15-16=-1056/2647, 10-15=-262/271, 13-14=-125/254, 12-13=-1267/2864 WEBS 3-20=-399/269, 4-20=-987/2154, 6-19=-3905/1902, 7-18=357/782, 16-18=-2018/4591, 7-16=-1077/557, 9-16=-1332/2729, 9-15=-548/988, 13-15=-1168/2668, 11-15=-82/319, 11-13=-521/311, 6-18=-3644/1670, 5-20=-2250/1177, 5-19=-2308/5024 NOTES- 1) 2-ply truss to be connected tcgetherwith 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 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 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 10-8-0, Exterior(2R) 10-8-0 to 14-8-0, Interior(1) 14-8-0 to 25-4-1, Exterior(2R) 25-4-1 to 29-4-1, Interior(1) 29-4-1 to 37-3-4 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 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Refer to qirder(s) for truss to truss connections ����QUIN l F No 68182 �`0: �-33ST OF :�W: i0 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 69(14 Parke East Blvd. Tampa FL 33610 Date: ADril 23,2021 Onu ueq on page 2 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ° Design valid for use onlywith 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 Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek* fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Grenadine JEM - Traditional T23661011 2729261_GHO_66MW A17 ROOF SPECIAL 1 Job Reference (optional) builders I-Irstsource (Plant Urty, I-L), Plant tarty, FL - 33557, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 12:13:29 2021 Page 2 ID: rcJ P 0140 c?YPehxe U_io6xzNq S4-eoKJPh Lw3 Uo7thQgaDLkHJ EXhBJ DOHZP2lpJ RwzOV F4 NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=614, 2=805. A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. _-'�• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not -C�-•,�YGq 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the piTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Grenadine JEM -Traditional T23661012 2729261_GHO_66MW B1 Roof Special 1 1 Job Reference (optional) tsuueers rtrstsource ketant coy, t-Lj, eiant arty, FL - 33b67, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 12:16:52 2021 Page 1 ID:rcJP0140c?YPehxeU_io6xzNgS4-Cr53?5oFGsMJktSr2MUL07866zYmS7kHjN UZ2fzOVBv -211 5�-13 11-0-0 16-5 0 19-4-0 25-4-0 28-5-0 3GA-0 2, ' S-4-13 ' 5-7-3 5-5% 2-11-0 6-0-0 3-1-0 1-11-0 4x8 = 25 526 5x6 = Scale = 1:56.6 4x4 = 6x8 = 3x6 11 165-0 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CS]. TC 0.78 BC 0.93 WB 0.77 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) Well Ud -0.16 14-15 >999 360 -0.38 14-15 >945 240 0.17 9 n/a n/a 0.21 14-15 >999 '240 PLATES GRIP MT20 244/190 Weight: 182 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 6-7: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2 "Except` BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 5-16,10-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 8-13: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 9=Mechanical, 2=0-8-0 Max Horz 2=221(LC 12) Max Uplift 9=-499(LC 12), 2=-682(LC 12) Max Grav 9=1336(LC 1), 2=1522(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2428/1139, 3-4=-1956/1006, 4-5=-2187/1228, 5-6=-2192/1228, 6-7=2796/1356 7-8=-3400/1643, 9-11=-1296/623, 8-11=-1238/620 BOT CHORD 2-18=-1109/2094, 17-18=-1109/2094, 5-15=-309/225, 14-15=-984/2037, 13-14=-1700/3502 WEBS 3-17=-528/319, 15-17=-792/1613, 4-15=-351/742, 6-15=138/401, 6-14=-293/754, 111111111111j 7-14=-11941666, 7-13=-1088/607, 8-13=-1666/3409 `% , -.% av' N tr 4-le F<�., NOTES- �. �P••...... J E N S •• �i� 1) Unbalanced roof live loads have been considered for this design. ��� .• �G F•'. i 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. N O 68182 II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 11-0-0, Exterior(2R) 11-0-0 to 15-0-0, Interior(1) 15-0-0 to 19-4-0, Exterior(2R) 19-4-0 to 23-4-0, Interior(1) 23-4-0 to 30-24 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 'p to the use of this truss component. i '• S OF 4) Provide adequate drainage to prevent water ponding. Q (V 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for 10.0 bottom �� T ••. Q;.•• _ �� �i��iS ' t O R O a psf chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for live load S� • • • • • • • • • `t; j� ��� a of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 widewill fit between h I� (�\ �� /4..11�Q N A, chord and ctitohns er members. 8 Refer togirder(s) for truss s tot truss connetom 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Joaquin Velez PE No.68182 9=499, 2=682. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 23,2021 A WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not my a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite = Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Grenadine JEM - Traditional T23661013 2729261_GHO_66MW B2 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 12:17:02 2021 Page 1 I D:rcJP0140c?YPehxeU_io6xzNgS4-vm ir6WwXvwduxQDmZSghQEYpx?_WokZlOxv5P4ZOVBl 12-M , 4 6 10 9-0-0 15-10-0 21-4-0 25-9 6 3GT - 2-0-0 ' 4-110 4-5 6 6-10-0 5-6-0 4-5.6 4E-10 c? 2x4 0 4x4 = 4x8 = 3x4 = 4x4 = 1 18 19 5 20 6 3x4 = 15-10-0 ST1.5x8 STP = 3x4 = 6x8 = 3x8 = 3x6 Scale = 1:58.0 3TP = M d 4 I� Plate Offsets (X,Y)—[4:0-5-4,0-2-0),[8:0-2-9,0-1-81,[10:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.49 8-9 >344 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.26 8-9 >646 240 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 156 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-1-4 oc bracing. 8-11: 2x4 SP No.1 WEBS 1 Row at midpt 4-10, 5-9 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 8=0-8-0, 2=0-8-0, 10=0-8-0 Max Horz 2=216(LC 11) Max Uplift 8=-425(LC 12), 2=375(LC 12), 10=-921(LC 12) Max Grav 8=511(LC 22), 2=782(LC 17), 10=1610(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-836/251, 3-4=-505/120, 4-5=-279/390, 5-6=-255/776, 6-7=373/806, 7-8=-734/1102 BOT CHORD 2-12=-151/807, 10-12=0/473, 9-10=390/557, 8-9=-962/617 WEBS 3-12=-380/329, 4-12=-36/414, 4-10=892/494, 5-1 0=-1 013/1238, 5-9=-1351/785, 7-9=-417/526 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; 9=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 9-0-0, Extedor(2R) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 21-4-0, Exterlor(2R) 21-4-0 to 26-11-14, Interior(1) 26-11-14 to 30-0-0 zone; cantilever left and right exposed ; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 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 Qt=lb) 8=425, 2=375, 10=921. - t1►1111111111 ,GOIN v1,I �ON ........F4 �� ENS. No 68182 fir, :it :-�3 S OF 41/: •'c(O R , o N Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 23,2021 ® 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 HBO' pBO�• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall nA�' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Pil Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Grenadine JEM - Traditional T23661014 2729261_GHO_66MW B3 Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 12:17:05 2021 Page 1 I D: rcJP 0140c?YPehxeU_i o6xzNgS4-KLNzkXyPCr?TotxKEaD 02sAP cC3T?zl Civ71?PzOV Bi -2-0-0 3-4-3 7-00 11-5-9 15-107-0 20-2-8 23 -O 26-11-13 30-4-0 2-0-0 3-0-3 3-7-13 4-5-9 4 4 7 4 4 8 3-1 8 3-7-13 311 3 4x4 = 3x4 = 21 522 23 3x4 = 3x4 = = 24 6 7 25 8 26 9 4x4 3x8 i 3x4 = ST1.5x8 STP = 3x4 = 3xB LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 6-14: 2x8 SP 240OF 2.0E OTHERS 2x4 SP No.3 46 = 8x12 = 30-4-0 Scale = 1:56.3 STP = CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.54 Vert(LL) 0.1611-12 >999 240 MT20 244/190 BC 0.64 Vert(CT) -0.15 2-17 >999 240 WB 0.94 Horz(CT) -0.05 11 n/a n/a Matrix-SH Weight: 181 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-10-0 oc bracing. REACTIONS. (size) 11=0-8-0, 2=0-8-0, 14=0-8-0 Max Horz 2=174(LC 7) Max Uplift 11=-944(LC 8), 2=1047(LC 8), 14=-2408(LC 8) Max Grav 11=1072(LC 1). 2=1385(LC 1), 14=2745(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2131/1604, 3-4=-190211536, 4-5=-1663/1433, 5-6=393/365, 6-8=-393/365, 8-9=-1453/1413,9-10=-1675/1518,10-11=-1938/1661 BOT CHORD 2-17=-1370/1833, 16-17=-1301/1663, 14-16=-1301/1663, 13-14=-1246/1453, 12-13=-1246/1453,11-12=-1432/1687 WEBS 3-17=-353/224, 4-17=-399/582, 5-16=-506/641, 5-14=-1699/1365, 6-14=-450/329, B-14=-1438/1338, 8-13=-537/525, 9-12=-467/526, 10-12=365/312 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 11=944, 2=1047, 14=2408. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 320 lb down and 275 lb up at 7-0-0, 145 lb down and 112 lb up at 9-0-12, 145 lb down and 112 lb up at 11-0-12, 145 lb down and 112 lb up at 13-0-12, 145 lb down and 112 lb up at 15-0-12, 145 lb down and 112 lb up at 15-3-4, 145 lb down and 112 lb up at 17-3-4, 145 lb down and 112 lb up at 19-3-4, and 145 lb down and 112 lb up at 21-3-4, and 320 lb down and 275 lb up at 23-4-0 on top chord, and 372 Ito down and 505 lb up at 7-0-0, 138 lb down and 175 lb up at 9-0-12, 138 lb down and 175 lb up at 11-0-12, 138 lb down and 175 lb up at 13-0-12, 138 lb down and 171 lb up at 15-0-12, 138 lb down and 167 lb up at 15-3-4, 138 lb down and 137 lb up at 17-3-4, 138 lb down and 137 lb up at 19-3-4, and 138 lb down and 137 lb up at 21-3-4, and 372 lb down and 412 lb up at 23-3-4 on bottom chord. The design/selection of such connection devices is the res onsibilitv of others 1tl-on-Dade 2 %%0111111111111,' , PQU IN VFW �•. No 68182 T#10 F JJ 11111 Joaquin Velez PE No.68182 Milk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 23,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with 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 lat building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Jab Truss Truss Type Qty Ply GHO Homes - Grenadine JEM - Traditional T23661014 2729261_GHO_66MW B3 Hip Girder 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 12:11:U5 2U21 Page 2 I D:rcJ PO140c?YPehxeU_io6xzNgS4-KLNzkXyP CrlTotxKEaDO2sAP cC 3T?z1 C iv7i?PzOVBi NOTES- 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: 1-4=-70, 4-9=-70, 9-11=-70, 2-11=-20 Concentrated Loads (lb) Vert: 4=-99(F) 7=-46(F) 9=-99(F) 17=369(F) 12=-369(F) 21=-46(F) 22=-46(F) 23=-46(F) 24=92(F) 25=-46(F) 26=-46(F) 27=-132(F) 28=-132(F) 29=-132(F) 30=-263(F) 31=-132(F) 32=132(F) 33=-132(F) A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 thisdesign into the overall r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes - Grenadine JEM - Traditional T23661015 2729261_GHO_66MW C1 Roof Special 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, -2-0-0 6A-0 " 2x4 0 2x4 11 3x4 i 4x6 = 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 12:17:09 2021 Page 1 Scale = 1:44.7 2x4 II 6x8 = 75-6 15-6-1 , 17-4-0 , 23-0-0 7-5-6 8-0-11 1-9-15 5-8-0 Plate Offsets (X Y)— [2:0-2-10,0-1-8] [9:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft t/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.18 8-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.33 8-9 >809 240 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-SH Wind(LL) 0.12 8-9 >999 240 Weight: 124 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 4-5: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-9 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-7 OTHERS 2x4 SP No.3 REACTIONS. (size) 7=0-8-0, 2=0-8-0 Max Horz 2=341(LC 12) Max Uplift 7=-394(LC 12), 2=-540(LC 12) Max Grav 7=1184(LC 18), 2=1340(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1924/839, 3-4=-1709/791, 4-5=-2208/876 BOT CHORD 2-9=-989/1712, 8-9=-671/1150, 7-8=-111112411 WEBS 3-9=-349/334, 4-9=-204/658, 4-8=-295/1152, 5-8=-747/407, 5-7=2539/1169 NOTES- 1) Unbalanced roof live loads have been considered for this design Wind: ACE at. 2) IExp CS Encl., 1G pi=0 18; MWFRS C-C Exterior(2E)to 1-110-9, In erior(1) 1-10-9 toff10-8-0, Exteeo Ile (directional) and -2-1-7(2R) ���,QOI N' V�'t 10-8-0 to 14-8-0, Interior(1) 14-8-0 to 22-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for `,� OP • �� /♦♦ reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 , (`, N V� SF•••, ♦� 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �� •'• to the use of this truss component. No 68182 4) Provide adequate drainage to prevent water ponding. ,. - •: 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. ='0 : rY 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) �• S OF 1JJ Z. 7=394, 2=540. =�O All 'in C� v ♦i��,s,`S,O �. N A Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 23,2021 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design, parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chordmembersonly. Additional temporary and permanent bracing MiTek' 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/TPli Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Sufte 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply GHO Homes - Grenadine JEM - Traditional T23661016 2729261_GHO_66MW C2 Roof Special 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 12:17:12 2021 Page 1 ID:rcJP0140c?YPehxeU_io6xzNgS4chldCx2oY?uU8y_h8Zrl gLzVv1 R78BUEJUKcIVz0VBb -2-0-0 54-0 10-8-0 17-4-0 _ � 2 _41 2-0-0 5 3-0 5-4-0 6-8-0 4-0-0 2X4 II 4x6 = Scale = 1:41.3 P= 6x8 = 7-5-6 15-6-1 17-4-0 21-4-0 , 7-5-6 8-0-11 1-9-15 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 7=0-8-0, 2=0-8-0 Max Harz 2=296(LC 12) Max Uplift 7=-358(LC 12), 2=-520(LC 12) Max Grav 7=1082(LC 18). 2=1263(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1764/802, 3-4=-1548/752, 4-5=-1711/734 BOT CHORD 2-9=-906/1583, 8-9=-580/1012, 7-8=-837/1695 WEBS 3-9=-354/343, 4-9=208/670, 4-8=-167/730, 5-8=-361/263, 5-7=-1903/940 in (loc) I/deft Ud -0.15 8-9 >999 360 -0.28 8-9 >882 240 0.04 7 n/a n/a 0.08 8-9 >999 240 PLATES GRIP MT20 244/190 Weight: 115 lb FT = 20% TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-2-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 10-8-0, Exterior(2R) 10-8-0 to 14-8-0, Interior(1) 14-8-0 to 21-2-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=358, 2=520. „& 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 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 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/TPIt Quality Criteria, DSB-99 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 % PQO iN , 1.4 �!�� � No 68182 r r� • '4tJ /O N Ak- Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 23,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job s Truss Type Qty Ply GHO Homes - Grenadine JEM - Traditional TC3 T23661017 2729261_GHO_66MW Common 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 12:17:14 2021 Page 1 I D: rcJ P0140c?YPe hxeU_io6xzNgS4-Z4Q Ndc324c8B NG73GzuVvm2wlg7VcDwXnopjgNzO V BZ -2-0-0 544-0 10-8-0 16-0-0 21-4-0 2-0-0 54-0 5-4-0 5-4-0 5-4-0 Scale = 1:40.3 4x4 = m .�i 2x4 0 1 e e 8 7 e e ST1.Sx8 STP = Sx6 — 3x4 = ST1.5x8 STP = 2x4 I 3x4 = 7-5-6 13-10-10 21-4-0 7-5-6 6-5-4 7-5-6 Plate Offsets (X,Y)— [2:0-2-10,0-1-81, [6:0-2-0,Edgel, [8:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.07 6-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.17 6-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.07 7-8 >999 240 Weight: 103 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 6=0-8-0, 2=0-8-0 Max Horz 2=250(LC 11) Max Uplift 6=-335(LC 12), 2=537(LC 12) Max Grav 6=920(LC 1), 2=1112(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1551/857, 3-4=-1323/805, 4-5=-1359/843, 5-6=-1576/896 BOT CHORD 2-8=-669/1363, 7-8=-326/888, 6-7=-690/1344 WEBS 4-7=-278/538, 5-7=401/377, 4-8=-225/482, 3-8=-371/355 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-11-4 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 10-8-0, Extedor(2R) 10-8-0 to 14-8-0, Interior(1) 14-8-0 to 21-0-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 Gt=lb) 6=335, 2=537. `,,Iy1111►1y1I ��� PQUIN F � ENS������; i No 68182 ST OF 'L/� r O N Ai E�0". Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 23,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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' 1��° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Grenadine JEM - Traditional T23661018 2729261_GHO_66MW C4 Common 8 1 Job Reference (optional) rsunaers mrstbource (Plant city, FL), Plant city, FL - 33b8/, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 12:17:18 2021 Page 1 ID:rcJP0140c?YPehxeU_io6xzNgS4-RrfuT 6Z8redstRgVpyR3cDckSW3Y106iQnxz9zOVBV 4 -2-0-0 _ 6 -0 10-8-0 16-0-0 214-0 23-4-0 2-0-0 5 7-0 5.4-0 5-4-0 54-0 2-0-0 Scale = 1:41.2 4x4 = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.64 BC 0.54 WB 0.18 Matrix-SH DEFL. in Vert(LL) -0.07 Vert(CT) -0.15 Horz(CT) 0.04 Wind(LL) 0.07 (loc) I/defl Lid 6-8 >999 360 6-8 >999 240 6 n/a n/a 8-9 >999 240 PLATES GRIP MT20 2441190 Weight: 110 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural.wood sheathing directly applied or 4-7-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-4 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=-262(LC 10) Max Uplift 2=-524(LC 12), 6=-524(LC 12) Max Grav 2=1102(LC 1), 6=1102(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-15311815, 3-4=-1303/763, 4-5=-1303/763, 5-6=-1531/815 BOT CHORD 2-9=-522/1376, 8-9=-216/890, 6-8=-564/1277 WEBS 4-8=-237/485, 5-8=371/353, 4-9=-237/485, 3-9=-370/353 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 10-8-0, Exterior(2R) ,I111111'1/��� 10-8-0 to 14-8-0, Interior(1) 14-8-0 to 23-5-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for ,��� 0IN V reactions shown; Lumber DOL=1.60 plate grip DOL=1.60OPQ 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific , ,•' G E N to the use of this truss component. ... 4) All plates are 2x4 MT20 unless otherwise indicated. No 68182 •: 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 live load * * " a 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 Qt=lb) 2=524, 6=524. :- �. S T O F J ,�,;ss' N A; E� % 1 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 23,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2729261GHO66MW C6 Common Girder 1 1b EOHomes-GrenadineJEM-TraditionalT23661019 Reference (optional) Builders FirslScurce, Plant City, Florida 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 23 13:05:33 2021 Pagel ID:rcJP0140c1YPehxeU_io6xzNgS4-EafAF82sWg6xEKmVDAAtiyMQR_HjCBp_ VVEximzNrAW -2 00 1-9-7 1-11-1 6-3.8 10-8-0 15-0-8 19�-15 196-921-4-0 23-4-0 2-0-0 1-9-7 0- -9 4-4.8 4-4-8 4-4-8 4 4 8 0- -9 1-9-7 24W 4x6 = TOP CHORD MUST BE BRACED BY END JACKS, ROOF DIAPHRAGM, OR PROPERLY CONNECTED PURLINS AS SPECIFIED. Scale = 1:42.2 44 = 4x4 = 5 8 10 33 3x4 3x4 i 6.00 12 3x4 i 32 0 3x4 3 4 3x4 = 7xe = 11 12 � 3x4 = 2 13 N d d 1 • e 34 35 36 37 38 39 40 41 19 18 17 16 42 a 14 d 15 8 STP = ST1.5x8 STP 48 i 5x6 = 3x8 = 4x4 = 48 1 1-9-7 1-11-1 6-3-8 10-8-0 15-0-8 19-4-15 19,¢-9 21-4-0 1-9-7 0-h'-9 4-" 4 4 8 4-0 8 4-4-8 0- -9r1�1 9� Plate Offsets (X,Y)—[2:0-4-0,0-1-151,[13:0-4-0,0-1-151[18:0-2-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.05 16-17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.14 16-17 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(CT) 0.06 13 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-SH Wind(LL) 0.08 15-16 >999 240 Weight: 152 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purling. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-0-8 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 6, 9, 8 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1208/0-8-0, 13=1210/0-8-0 Max Horz 2=-249(LC 6) Max Uplift 2=-689(LC 8), 13=687(LC 8) Max Grav 2=1362(LC 36). 13=1362(LC 37) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2385/886, 3-4=-2348/898, 4-32=2185/875, 5-32=-2098/858, 5-7=-1163/348, 7-10=-11631348, 10-33=-2111/856, 11-33=-2198/874, 11-12=-2352/896, 12-13=-2388/884, 5-6=-1111/629, 6-8=-525/473, 8-9=-525/473, 9-1 0=-1 124/628 BOT CHORD 2-19=-661/2274, 19-34=-661/2274, 34-35=-661/2274, 18-35=-661/2274, 18-36=-654/2147, 36-37=-654/2147, 17-37=-654/2147, 17-38=-653/1978, 38-39=-653/1978, 39-40=-653/1978, 16-40=653/1978, 16-41=-659/2140, 41-42=-659/2140, 15-42=-659/2140, 13-15=-659/2140 WEBS 8-17=-51/657, 6-17=-640/200, 9-17=-653/200, 9-16=-20/256, 11-16=-505/258, �tI l l I III/,I" 4-18=-537/279, 7-8=-39/716 1 PQv'nj I NOTES- J�••�GEN3••��' ��i 1) Unbalanced roof live loads have been considered for this design. ,%% ,• �`�•,• 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. Z. i II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 No 68182 •; 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry �F ' yF Gable End Details as applicable, or consult qualified building designer as per ANSIrrPI 1. = 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to -p ; the use of this truss component. ', :� 441 3 S O F 5) Provide adequate drainage to prevent water ponding. 6) All 2x4 MT20 indicated. � ••, A" plates are unless otherwise 7) Gable studs spaced at 2-0-0 oc. i T �i� ••; 0 R �,•• ��� \ ��j ss • • • 8) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 9) his truss has been live load the bottom in • • • • �C" �1 r a ofm0.Opsf chord all areas where a rectangle 3-6-0 tall by 2-0-0 wide .n will between the bottoms herd 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 689 Ib uplift at joint 2 and 687 lb uplift at Joaquin Velez PE No.68182 joint 13. MiTek USA, Inc. FL Cert 6634 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 6904 Parke East Blvd. Tampa FL 33610 Date: April 23,2021 ntrnue g A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall` building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 11I9iTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Sufte 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Homes -Grenadine JEM -TraditionalT236612729261GHO66MW C6 Common Girder 1 1b CO Reference (optional) 6umers rirstbource, flan Gny, monda NOTES- o.asu s Mar zz zuzi mi i eK mousmes, mc. rn Apr es ia:uo:av zuz i rage z ID: rcJP0140c?YPehxeU_io6xzNgS4-inDZSU3UG_EosULinth6EAvbBOcyxe386AzVECzNrAV 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 345 lb down and 225 lb up at 3-6-0, and 345 lb down and 225 lb up at 17-9-4 on top chord, and 158 lb down and 134 lb up at 3-6-0, 22 lb down at 5-6-12, 22 lb down at 7-6-12, 22 lb down at 9-6-12, 22 lb down at 11-6-12, 22 lb down at 12-9-4, 22 lb down at 13-9-4, and 22 lb down at 15-9-4, and 158 lb down and 134 lb up at 17-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) 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: 1-5=70, 5-7=70, 7-10=70, 10-14=-70, 2-13=-20, 5-10=5(1`) Concentrated Loads (lb) Vert: 32=-25(B) 33=-25(B) 34=-11(B) 35=-11(B) 36=-11(B) 37=-11(13) 38=11(B) 39=-11(B) 40=-11(B) 41=11(B) 42=11(B) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall pp q�i l building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �y� T ake is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Grenadine JEM - Traditional T23661020 2729261_GHO 66MW CJ3 Diagonal Hip Girder 1 1 Job Reference (optional) Duuuers nrsloource trianr Uly, rL/, rianr city, rL - 33001, t3.43U S Mar 2"2 2U21 MI I eK Industnes, Inc. Wed Apr 21 12:17:31 2021 Page 1 ID:rcJP0140c?YPehxeU_io6xzNgS4-ZLyoBQG14rHnwtwKm2hU5LFuchlg5yP1hyQ7wuzOVBI 3-M 3-6-6 Scale = 1:13.8 3-6-6 3-6F6 Plate Offsets (X,Y)- 12:0-2-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.05 2-4 >821 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.04 2-4 >894 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 21 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 3-6-6 cc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-11-5, 4=Mechanical Max Horz 2=149(LC 8) Max Uplift 3=-19(LC 5), 2=-532(LC 8), 4=-85(LC 17) Max Grav 3=52(LC 8), 2=627(LC 28), 4=165(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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. �� QU IN V��I I♦ 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,, ,� OQ. ��. • ........• ♦� will fit between the bottom chord and any other members. 7) Refer to for truss to truss �� , E N� `SF•i '.� "* girder(s) connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) �� .•• �� No 68182 2=532. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 209 lb down and 169 lb up at _ 1-4-15, and 209 lb down and 169 lb up at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. -d ; CC 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �, S O F <Cf LOAD CASE(S) Standard ;"N �•, 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 P ,• _�� ♦i♦� �' O R ♦I ss •""' • �! Uniform Loads (plf) 4 20 1 �� ♦�Al J* - Concentrated Loads (lb) Vert: 8=166(F=83, B=83) Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 23,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. �— Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �` a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Grenadine JEM - Traditional T23661021 2729261_GHO_66MW CJ7 Diagonal Hip Girder 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 12:17:34 2021 Page 1 I D: rcJ P 0140c?YPehxeU_io6xzNgS4-zwdxq SJ bN mfM nKfvRAFBjztFZuz31 DyTNvfnXDzOV BF -2-9-15 4-11-6 9-10-13 2-9-15 4-11-6 4-11-6 Scale = 1:24.3 c? N o N � M 4-11-6 9-10-1 9-1 13 4-11-6 4-10-10 0- -12 Plate Offsets (X,Y)— [2:0-2-0,0-2-1) LOADING (psf) SPACING- 2-13 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(CT) BCLL 0.0 Rep Stress Incr NO WE 0.40 Horz(CT) BCDL 10.0 Code FBC2020/TP12( Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-11-5, 5=Mechanical Max Horz 2=272(LC 24) Max Uplift 4=-114(LC 8), 2=-734(LC 8), 5=-301(LC 5) Max Grav 4=162(LC 28), 2=901(LC 28), 5=291(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-821/574 BOT CHORD 2-6=-639/695, 5-6=639/695 WEBS 3-5=-736/676 in (loc) I/deft L/d PLATES GRIP -0.05 2-6 >999 240 MT20 244/190 -0.04 5-6 >999 240 -0.01 5 n/a n/a Weight: 58 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-11-14 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second.gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 Qt=lb) 4=114,2=734,5=301. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 142 lb down and 49 lb up at 4-2-15, 142 lb down and 49 lb up at 4-2-15, and 168 lb down and 117 lb up at 7-0-14, and 168 lb down and 117 lb up at 7-0-14 on top chord, and 257 lb down and 169 lb up at 1-4-15, 257 Ito down and 169 lb up at 1-4-15, 12 lb down at 4-2-15, 12 lb down at 4-2-15, and 36 lb down and 34 lb up at 7-0-14, and 36 lb down and 34 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) 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: 1-4=-70, 2-5=-20 %OPpUIN �VF�� •• GENS . c'�•� No 68182 S OF %OAF •;�� O R , O P �N40: Joaquin Velez PE No.68182 MIek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 23,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ©©] a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p�s building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 V1iTek6 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Grenadine JEM -Traditional T23661021 2729261_GHO_66MW CJ7 Diagonal Hip Girder 3 1 Job Reference (optional) Huacers Flrst5ource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 12:17:35 2021 Page 2 ID:rcJP0140c?YPehxeU_io6xzNgS4-R6BJ1 oJE83nDOUE5?umQFBQQI IJll gCccZOK3gzOVBE LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=-33(F=-16. B=-16) 12=166(F=83, B=83) 14=-36(F=-18. B=-18) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall f� /1 building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iUiiTek' 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 ANS11rF11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes- Grenadine JEM- Traditional T23661022 2729261 GHO_66MW D1 Common Supported Gable 1 1 Job Reference (optional) Builders FirstSource, Plant City, Florida 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 23 13:09:21 2021 Page 1 I D: rcJ P 0140c?YPehxeU_io6xzN qS4-ZRR N56otpkrbbNC Ka2G Lx2pM iu4OdKOYJ_TOiYzN r6y 2-0-0 1-9-7 1-111 11-11-15 14-6-15 14-1p-9 20-0-0 2-0-0 1-9-7 0-i'-9 10-0-15 2-9-0 0- -9 5-1-7 th O 4x4 = 3x4 = ` " <1 — io 10 5x6 = Scale = 1:40.4 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20201TPI2014 CSI. TC 0.70 BC 0.68 WB 0.23 Matrix-SH DEFL. in Vert(LL) -0.01 Vert(CT) -0.01 Horz(CT) 0.00 Wind(LL) -0.00 (loc) I/defl Lid 2-23 >999 360 2-23 >999 240 16 n/a n/a 2-23 >999 240 PLATES GRIP MT20 2441190 Weight: 125 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 'Except' 25-26: 2x4 SP No.2 REACTIONS. All bearings 16-8-0 except (jt=length) 16=0-3-8. (lb) - Max Horz 2=217(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 23, 18, 17 except 2=-231(LC 12), 22=-109(LC 12). 16=-262(LC 13) Max Grav All reactions 250 lb or less atjoint(s) 19, 20, 21, 22, 18, 17 except 2=339(LC 21), 23=294(LC 17), 16=460(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-253/185 WEBS 11-17=-343/762 NOTES- 1) Unbalanced roof live loads have been considered for this design. /11111111111 j 2) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=2ft; Cat. I� N V ���/ II; Exp C; Encl., GCpi=0.18; Gable Roof; Common Truss; MWFRS (directional) and C-C Comer(3E) -2-1-7 to 1-10-9, Exterior(2N) �•�� Pair F< �� �i�� 1-10-9 to 11-11-15, Corner(3R) 11-11-15 to 15-11-15, Exterior(2N) 15-11-15 to 19-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MVVFRS for reactions shown; Lumber DOL=1.60 DOL=1.60 ��� ,� • • C E N S, •,• plate grip 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry ,•• �� �••,� ,. Gable End Details as applicable, or consult qualified building designer as per ANSIrrPI 1. No 68182 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to .�. yk ;• the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. �• S C F : 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 �411` 0 ••, �� P ,• �_`�� will fit between the bottom chord and any other members. O R 1 Q Provide (byothers)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 21, 23, 18, 17 9) except Qt 2 mechanical connection 22=109, 6 ss 0 N AL ,�,, I � ��/1111111110 LOAD CASE(S) Standard Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 23,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general. guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building. Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type Qty Ply GHO Homes - Grenadine JEM -Traditional TD2 T23661023 2729261_GHO_66MW Common 1 1 Job Reference (optional) Builders FirslSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 12:17:43 2021 Page 1 I D: rcJ P0140 c?Y Pehxe U_io6xzNq S4-CfgLiXQ FFXo4MjreTZvJatIsJXOgvA6oSpKILCzOVB6 -2-0-0 6-0-0 11-11-15 16-4-0 20-0-0 2-0-0 6-0-0 6-0-0 4-4-1 3-8-0 M - 2x4 4x4 = 2x4 11 6x8 = = 1:37.3 N O N 8-2-0 16-4-0 11-8r0 20-0-0 8-2-0 ' 8-2-0 -4- 3-4-0 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [9:0-3-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.14 8-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.22 8-9 >883 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.85 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wmd(LL) -0.04 2-9 >999 240 Weight: 111 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-9 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=230(LC 11) Max Uplift 2=-442(LC 12), 8=-392(LC 12) Max Grav 2=1005(LC 17), 8=1166(LC 19) -- FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1188/462, 3-4=-953/414 BOT CHORD 2-9=-457/1121, 8-9=-58/414 WEBS 3-9=-452/441, 4-9=-296/809, 4-8=-810/518, 5-8=-370/363, 6-8=113/362 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 11-11-15, Exterior(2R) 11111►/��, 11-11-15 to 15-11-15, Interior(1) 15-11-15 to 19-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS ,,,�/ ,�� U IN for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project for live load `�� OP.G • •� engineer responsible verifying applied roof shown covers rain loading requirements specific to the use of this truss w�� , ,• G E N S • ' component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * No 68182 •: 5) This truss has been designed for a live load of20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide fit between the bottom BCDL • * ,* will chord and any other members, with = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=442, 8=392. •• 'Q : Z )3:* ST OF :4u L O R % p N`�. - % N A -'` 1n11 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 23,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid far use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall* building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Grenadine JEM - Traditional T23661024 2729261_GHO_66MW D3 Common 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MITek Industries, Inc. Wed Apr Z1 1 Z:11:44 ZUZI rage 1 ID: rcJP0140c?YPehxeU_io6xzNgS4-hrEjwtQtOgwxztQgOHQY74ll ZwN4eiwxgT4JuezOVB5 -2-0-0 6-0-0 11-11-15 15-0-0 , 2-0-0 6-0-0 5-11-15 3-0-1 Sx6 = 2x4 3x4 i 6x8 = N 0 C Scale = 1:36.0 8-0-10 i 15-0-0 i 8-0-10 6-11-6 Plate Offsets (X Y)-- 12:0-2-10 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.09 6-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.15 2-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Wind(LL) -0.04 2-7 >999 240 Weight: 86 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-10-3 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=331(LC 12) Max Uplift 2=-400(LC 12), 6=-265(LC 12) Max Grav 2=966(LC 17), 6=773(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1102/536, 3-4=-879/490 BOT CHORD 2-7=-732/1010, 6-7=-224/307 WEBS 3-7=-453/508, 4-7=388/804, 4-6=-685/524 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 11-11-15, Exterior(2E) for forces & MWFRS for Lumber ,,�11111111/��� �I,op 11-11-15 to 14-10-4 zone; cantilever left and right exposed ;C-C members and reactions shown; DOL=1.60 DOL=1.60 ,,�� QU,Ij N V� �$- plate grip 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �% oP` • -'j- ��� , ,•'� (, F N S • •• [� 4. F ••• to the use of this truss component. •� V 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N O 68182 •= 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide * : will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 2=400, 6=265. :IX -33:. S OF :1U Of Joaquin Velez PE No.68182 MITek USA, Inc. FL Gen 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. April 23,2021 A WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �®® a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Grenadine JEM - Traditional ' T23661025 2729261_GHO_66MW D4 Common 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 12:17:50 2021 Page 1 I D: rr-JP0140c?YPehxeU_io6xzNgS4-V?b_AwVecgg5hot_NXXyMLX4zLQx2Q9g3PXd5lzOVB? 6-0-0 11-11-15 15-0-0 6-0-0 6-0-0 5X6 = 3-0-1 i 3x4 = ST1.5x8 STP = 3x4 = 5 ST1.5x8 STP = 6x8 = Scale = 1:35.4 8-0-10 15-0-0 8-0-10 6-11-6 Plate Offsets (X,Y)-- [1:0-1-4,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.09 5-6 >999 360 MT20 - 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.18 1-6 >965 240 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.07 1-6 >999 240 Weight: 79 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-5-13 oc bracing. REACTIONS. (size) 1=0-8-0, 5=0-8-0 Max Horz 1=247(LC 12) Max Uplift 1=-205(LC 12), 5=-283(LC 12) Max Grav 1=781(LC 17),5=788(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1132/579, 2-3=-921/529 BOTCHORD 1-6=-781/1061,5-6=-231/314 WEBS 2-6=-480/534, 3-6=436/854, 3-5=-704/542 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; 6=77ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-0 to 4-4-0, Interior(1) 4-4-0 to 11-11-15, Exterior(2E) 11-11-15 to 14-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 DOL=1.60 ,,111111111111, plate grip ,% QU,I N F�� 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,%% OQ� • • ij' to the use of this truss component. % V� `StC•'•• �� 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 No 68182 •: will fit between the bottom chord and any other members, with BCDL = 10.Opsf. = * " 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=205, 5=283. �O:• ST OF :1JJ p \,Z`�. O R 1 O Inn Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 23,2021 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 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 my building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Grenadine JEM - Traditional T23661026 2729261_GHO_66MW EJ3 Jack -Open 9 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, M d 2> 2x4 II 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 12:18:01 2021 Page 1 ID: rcJ P 0140c?Y PehxeU_io6xzNgS4-h7m 8 UheXO23XW U D5W LEXJ gVvUnl n7 WrRachiz9zOVAq 3-6-0 Scale = 1:16.5 , 380 3-6-0 Plate Offsets (X,Y)— [2:0-2-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.01 2-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix-P Wind(LL) 0.00 2 — 240 Weight: 19 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=178(LC 12) Max Uplift 3=41(LC 9), 2=-286(LC 12) Max Grav 3=59(LC 17).2=380(LC 17),4=62(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ff; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 3-5-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 fit between the bottom chord ,`111 111111 j1 j1 will and any other members. 5) Refer to for truss to truss `.' USN E(�. �i, girder(s) connections.OQ.Q 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 3 except (jt=lb) • ,�� , ,•' G E N 3 • • c' ��� 2=286. ♦ V F No 68182 � r r �33 ' ST OF IJJ♦ N Al- 1nn1 1 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 23,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall �qq� building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Grenadine JEM -Traditional T23661027 2729261_GHO_66MW HJ3 Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 12:18:16 2021 Page 1 ID:rcJP0140c?YPehxeU io6xzNgS4-1?ApeppxUfy0pot u??2QgcalgF081Yf1Sq??nzOVAb -2-9-15 4-10-10 2-9-15 4-10-10 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.14 2-4 >382 240 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.14 2-4 >383 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 Scale = 1:18.1 v 0 N PLATES GRIP MT20 244/190 Weight: 25 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except Qt=length) 2=0-11-5. (lb) - Max Horz 2=144(LC 24) Max Uplift All uplift 100 lb or less at joint(s) 1 except 3=-107(LC 8), 2=-314(LC 8), 4=-105(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 3, 4 except 2=648(LC 28) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 (jt=lb) 3=107, 2=314, 4=105. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 119 lb down and 43 lb up at 4-2-15, and 119 Ib down and 43 lb up at 4-2-15 on top chord, and 209 lb down and 169 Ib up at 1-4-15, 209 lb down and 169 lb up at 1-5-0, and 16 lb down and 50 lb up at 4-2-15, and 16 lb down and 50 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) 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: 1-2=-91, 2-3=-70, 24=-20 Concentrated Loads (lb) Vert: 9=166(F=83, B=83) 10=-12(F= 6, B=-6) ,,1{1IIII1111/1 P'QU I N VF��e e_ .� No 68182 ` IZ 0:. ST OF :IJJ �: vN 'O N A, E��%% filJoaquin Velez PE N0.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 23,2021 -- A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19l2020 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 �i'r'�k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/Tpl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Homes -Grenadine JEM - TraditionalT2366102e2729261GHO66MW J1 Jack -Open 12 1b CO Reference (optional) ounaem rusraource, eiam ury, rlonca 8.430 S Mar 22 2021 MITeK Indusmes, Inc. Fn Apr 23 13:12:07 2021 Page 1 ID:rcJP0140c?YPehxeU io6xzNgS4-hNT7xsp?jkl2VtuEIwEGg2hkgpuiWRe_UpgoXwzNr4M -2-0-0 1-0-0 ' 2-0-0 1-0-0 2x4 II 1:-0-0 0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.00 2 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >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 FBC2020/rP12014 Matrix-P Wind(LL) 0.00 2 "" 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=-150/Mechanical, 2=377/0-8-0, 4=9/Mechanical Max Horz 2=112(LC 12) Max Uplift 3=-150(LC 1), 2=-399(LC 12) Max Grav 3=206(LC 12), 2=378(LC 17), 4=18(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 0 Scale = 1:10.2 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 Qt=lb) 3=150, 2=399. LOAD CASE(S) Standard t►IIIIlilt,"I N CLU I N V F<<c .`��� J•.��GENS�.�''i� r No 68182 : 3 ' ST OF 441 i0 •• T _�� /IIIt I A) fit%" - lilt Joaquin Velez PE N6.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 23,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6(19/2020 BEFORE USE. -- Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall m� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing f Vl iT�k� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUlPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes - Grenadine JEM - Traditional T23661029 2729261_GHO_66MW J3 Jack -Open 10 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MTek Industries, Inc. Wed Apr 21 12:18:64 2021 Page 1 ID: rcJP0140c?YPehxeU_io6xzNgS4-dJTAcpHnXLk?NdnH7_gyyrBzu8Ms2UyFmM1 OLazOVA? 2-0-0 3-0-0 Scale = 1:15.3 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 0.81 Vert(LL) 0.01 24 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.01 24 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 rile n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=111lechanical Max Harz 2=165(LC 12) Max Uplift 3=-27(LC 9), 2=-347(LC 12), 4=-37(LC 8) Max Grav 3=32(LC 8), 2=370(LC 1), 4=52(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 (jt=lb) 2=347. %%Ottl au V�� E N • ��G SF•••• '. No 68182 ;•Z �:• ST OF � • Joaquin Velez PE No.68182 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 23,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Grenadine JEM - Traditional T23661030 2729261_GHO_66MW J3G Half Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 12:19:04 2021 Page 1 I D: rcJ P 0140c?YPehxeU_io6xzNq S 4-LE3yi EO2AP?baAXC i4s I MycgyAcJ OORj4wSYh?zOV 9r 2-6.8 3-0-0 2-641 0 5-85-8 2x4 II 3x4 = 2x4 11 Scale = 1:10.9 ST1.5x8 STP = 1-6-0 3-0-0 1-6-0 1.6-0 Plate Offsets (X,Y)— [1:0-3-4,0-1-2] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.01 1-3 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.03 1-3 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix-P Weight: 15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puriins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-3-3 oc bracing. REACTIONS. (size) 1=0-8-0, 3=Mechanical Max Horz 1=72(LC 8) Max Uplift 1=-442(LC 8), 3=-308(LC 8) Max Grav 1=1215(LC 1), 3=696(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpj=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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. `11111111111 j1, 5) Refer to girder(s) for truss to truss connections. Provide bearing 100 `�� 0.0 1 N V 6) mechanical connection (by others) of truss to plate capable of withstanding lb uplift at joint(s) except Qt=lb)OP 1=442, 3=308. ,• E N S'••'4 `�� •' G i' V F•• 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 125 lb down and 66 lb up at : •• 2-9-4 on top chord, and 1636 lb down and 634 lb up at 1-1-8, and 165 lb down and 101 lb up at 2-9-4 on bottom chord. The N O 68182 •: design/selection of such connection device(s) is the responsibility of others. 8) 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 •• 1= 41J Uniform Loads (plf) Vert: 1-2=70, 1-3=20 0 Q �� T(�. Concentrated Loads (lb) �i� `'s ' • R \ � •' •\� Vert: . �I� S� • • • • • • • N% 2=28(B) 3=42(B) 4=1636(F) �\ .\ Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 23,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-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 pi a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Grenadine JEM -Traditional T23661031 2729261_GHO_66MW J5 Jack -Open 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 2r 2x4 II 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 12:19:09 2021 Page 1 ID:rcJP0140c?YPehxeU_io6xzNgS4-hCtnnxS B?ydtgxQAVdST30JXKBMx3GgSDBAJMDzOV9m 5-0-0 5-0-0 Scale = 1:20.3 i 5-0-0 5-0-0 Plate Offsets (X,Y)-- [2:0-2-0,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.13 2-4 >413 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.05 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=218(LC 12) Max Uplift 3=-81(LC 12), 2=-363(LC 12), 4=-66(LC 8) Max Grav 3=142(LC 17), 2=425(LC 1), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 live load 20.Opsf the bottom in 3-6-0 by 2-0-0 ,�11111111I�9 a of on chord all areas where a rectangle tall wide `��� U 1N V E4�. will fit between the bottom chord and any other members. `%% 0P 5) Refer to girder(s) for truss to truss connections. G N V� SF�'•• 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) �� •�� 2=363. No 68182 ST OF :�4J �. E�01 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 23,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.*R Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, notR�] s a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall pi•�` building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' lTake Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the pq�il fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Grenadine JEM - Traditional T23661032 2729261_GHO_66MW J7 Jack -Open 11 1 Job Reference (optional) tsuimers t-irstbource (riant ta[y, rL), Plant city, FL - 33b67, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 12:19:12 2021 Page 1 ID: rcJP0140c?YPehxeU_io6xzNgS4-0nY_OzV41t?SX091AI?Ahex3OPKsGakuv9OzzYzOV9j -2-0-0 3-2-9 , 7-0-0 2-0 0 3-2-9 3-9-7 Scale = 1:24.9 2x4 II 7-0-0 7-0-0 Plate Offsets (X,Y)— [2:0-2-9,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.28 2-6 >278 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.12 2-6 >682 240 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 37 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=272(LC 12) Max Uplift 4=-95(LC 12), 2=403(LC 12), 6=-155(LC 9) Max Grav 4=139(LC 17), 2=500(LC 1), 6=178(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-344/402 BOT CHORD 2-6=-738/358 WEBS 3-6=-387/796 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. �1111111111j, II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 6-11-4 zone; cantilever `%%I� U II N V �4F'% left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip ,�� OQ•Q DOL=1.60 2) Building Designer / Project for live .� J G E N SF•••• �� engineer responsible verifying applied roof load shown covers rain loading requirements specific �� •'• V� to the use of this truss component. NO 68182 •: 3) n/a 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. ^ ^p 6) Refer to girder(s) for truss to truss connections. .• S OF •.' 44/ - 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 2=403, 6=155. . 0• (V •• •,FS, . 0 R �•, • C? ��. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 23,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPif quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes - Grenadine JEM - Traditional T23661033 2729261_GHO_66MW J7A Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 12:19:20 2021 Page 1 ID:fcJPOi4Oc?YPehxeU_io6xzNgS4-tJ1?3ib5PKOJUdm HeR820KGOvd5Z8FO31PKOF4zOV9b 7-0-0 7-0-0 Scale = 1:23.3 4x4 = ST1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) VdeO L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.08 1-3 >991 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.21 1-3 >377 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-SH Wind(LL) 0.18 1-3 >450 240 Weight: 22 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=188(LC 12) Max Uplift 1=-61(LC 12), 2=-166(LC 12) Max Grav 1=304(LC 17), 2=244(LC 17), 3=128(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-7-2 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-0 to 4-4-0, Interior(1) 4-4-0 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 (jt=lb) 2=166. ,,,11111111!/IIIJ# OPQU1 N VF�� ii ''GENS ��''. No 68182 OF 'IIJ� gees-Z �0 N A 11111 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa I'L 33610 Date: April 23,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall p �r building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iwiTek` 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 ANSYTPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Grenadine JEM - Traditional T23661034 2729261_GHO_66MW J7G Monopitch Girder 1 1 Job Reference (optional) tsuilaers FirstZiource (Plant LAty, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 12:19:26 2021 Page 1 I D: rcJ P 0140c?YPehxeU_io6xzNgS4-hTO H Klfs?AmTDYDR? iFS Fb WZ02GrXgoy7 LniSkzOV9V i 3-6-0 5-0-13 7-0-0 3-6-0 1-6-13 1-11-3 Scale = 1:23.2 3x4 = 3x10 II bxd = ST1.5x8 STP = 3-6-0 5-0-13 7-0-0 3-6-0 14i-13 1-11-3 Plate Offsets (X,Y)— [1:0-3-4,0-1-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.01 1-5 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.03 1-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.52 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.02 1-5 >999 240 Weight: 40 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-8 cc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 1=0-8-0, 4=Mechanial Max Horz 1=181(LC 21) Max Uplift 1=-202(LC 8), 4=526(LC 8) Max Grav 1=654(LC 1). 4=1249(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1047/298 BOT CHORD 1-5=-367/858, 4-5=-367/858 WEBS 2-5=-469/1357, 2-4=-14601627 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 11111 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 the bottom in 3-6-0 tall by 2-0-0 ���v N 4,� �i� on chord all areas where a rectangle wide `%% OP....... •• ,jam will fit between the bottom chord and any other members. ��� , ,• • G E S 5) Refer to girder(s) for truss to truss connections. .• �. F••• i 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) No 68182 •: 1=202, 4=526. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1316 lb down and 519 lb up at * ' 5-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. = it 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ^t7 O :• S T O F LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads �� T(•�•. Q �.•� _ �� eo,``s •;•0 R (plf) 4=20 G\,�� �O N A� � Concentrated Loads (lb) Vert: 5=-1316(B) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 23,2021 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 Val building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Grenadine JEM -Traditional T23661035 2729261_GHO_66MW V2 Valley 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 12:19:27 2021 Page 1 I D: rcJ P 0140c?YPehxeU_io6xzNgS 4-9fyfX5gU m U uKgiodYP m hop3oLSg8GP75M?XG?AzOV9U 2-0-0 2-0-0 c a 0 2x4 Scale = 1:7.8 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 5 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=1-11-8, 2=1-11-8, 3=1-11-8 Max Horz 1=37(LC 12) Max Uplift 1=-14(LC 12), 2=39(LC 12) Max Grav 1=63(LC 17), 2=55(LC 17), 3=27(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord jive 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. 111 fill 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify ,`tI1,11 %� , (�U N Capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. `, ,� Op. `�� , ,•' ........ E N S ' • `� �i� No 68182 ST OF :� 0:• •.1; &��NA� ���%% Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 23,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHOHomes- GrenadineJEM- Traditional T23661036 2729261_GHO_66MW V4 Valley 1 1 Job Reference (optional) builders FirstSource (Plant City, FL), Plant City, FL - 33567, 4 a d 2x4 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 12:19:28 2021 Page 1 I D: rcJ P 0140c?YPehxeU_ioGxzNq S 4-es W 1 IRh6 WnOBSsN p67HwKObuj syh?sN FbfGpXczOV9T 4-0-0 4-0-0 2x4 11 Scale = 1:12.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-11-8, 3=3-11-8 Max Horz 1=87(LC 12) Max Uplift 1=-32(LC 12), 3=-76(LC 12) Max Grav 1=149(LC 17), 3=163(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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. t11111111/1j ``%�OPp........0 I N VFW I No 68182 �'.• S O F • O N AC 'c��`�� Joaquin Velez PE ND.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 23,2021 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 verily the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M T lek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 .. Symbols PLATE LOCATION AND ORIENTATION 14-1 3j4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-116r' For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. ' Plate location details available in MiTek 20/20 software or upon request PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS 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 MiTek MiTek Engineering Reference Sheet: MII-7473 rev. 6/19/2020 A 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/rPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/rPI 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 anon -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 puriins 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/rPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.