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Revision; New Truss to be vaulted in lieu of existing trusses
OFFICE USE ONLY: DATE FILED: REVISION FEE: LOCATION/SITE ADDRESS: 2414 N 53RD ST Fort Pierce Florida PERMIT # l i 6 q 63 RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT REVISIONS: New truss to be vaulted in lieu of existing trusses CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CGC1511910 BUSINESS NAME: INNOVATION CONTRACTING QUALIFIERS NAME: Michael Waldrop ADDRESS: PO BOX: 12757 CITY: Fort Pierce STATE: FI PHONE (DAYTIME): 772-519-9108 OWNER/BUILDER INFORMATION: NAME: ADDRESS -.- CITY: PHONE (DAYTIME: ST. LUCIE CO CERT. #: ZIP: 34979 FAX: STATE: ZIP: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: Architectonic INC ADDRESS: 806 Delawa CITY: Fort Pierce PHONE (DAYTIME) SLCCC: 9123109 Revised 06130117 re Ave 772-460-7751 STATE: Fi ZIP: FAX: Lumber design values are intaccordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. -MiTek� V�dy-a3 507160 - INN-OCARROLL MiTek USA, Inc. Site Information: 6904 P rke as v Customer Info: -TEC LLC Project Name: INN Model: OCARROLL Tampa FL 33610-4 T Lot/Block: . Subdivision:: AUG 2020 Address: 2414 N. 53RD. ST_ City: FT PIERCE State: FL. ST. Lucie Count Y, Permitting Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: REV W Wind Code: ASCE 740 Wind Speed: 170 0 Roof Load: 55.0 sf p Floor Load: N/A p sf —This package includes.16 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 61G15-3.1.003, section 5 of the Florida Board of: Professional Engineers Rules. No. Seal#. - Truss Name Date 1 T18947091 Al 12/19/19 2 T18947092 A2 12/19/19 3 T18947093 A3 12/19/19 4 T18947094 A4 . 12/19/19 5 T18947095 B1. 12/19/19 6 T18947096 B2 12/19/19 7 T18947097 _ C1 12/19/19 8 T18947098 M7A 12/19/19 9 T18947099 M14A 12/19/19 . -.. 10 T18947100 M14B 12/19/19 11. T18947101 V1 12/19/19 12 T18947102 V2 12/19/19 13 T18947103 V3 12/19/19 14 T18947104 V4 12/19/19 15. T18947105 V5. 12/19/19 16 T18947106 V6 12/19/19 S OP DRAWING / SUBMITTAL REVIEW PPROVED ❑ APPROVED AS NOTED REVISEAND -RESUBMIT ❑ REJECTED SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITYAND GENERAL CONFORMANCE TO CONTRACT DOCUMENTS ONLY. THE CONTRACTOR .IS RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS AT JOBSITE FOR ES, FABRICATION PROCESSES NAND CLEARANCE, TECHNIQUES OF ATICONSTRUCTION, COORDINATION OF HIS WORK WITH OTHER TRADES AND FUL / ANCE WITH CONTRACT OCU ENTS By: Date: 7. CZ =, _U Architectonic Inc. ®sl:Pierc',1-IL34?)50 The truss drawing(s) referenced above have been prepared by MiTek USA; Inc. under.my direct supervision based on the parameters provided by Tibbetts Lumber Co., LLC. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in'the jurisdiction(s) identified and that the ` designs comply with ANSI/TPI 1.; These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. - MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before.use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. ,,0t)111111/11� %%`%oP11V .. F<F °'�. GENg No 68182 cc per:• STATE OF :�4/ ,11111 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd..Tampa FL 33610 Date: December 19,2019 Velez, Joaquin 1 of 1 Job Truss Truss Type Ply INN-OCARROLL T19947091 507160 Al GABLE �Qty 1 1 Job Reference (optional) I IDDettS Lumner u0., LLu, ucala, FL - 344i d, o.A%V s uuc o cu is ivn i un umuau,ca, ni, r rayo , ID:?djuNkcNrMmS?tVVkcR3GXzgTVt-GI6?W 1 DWDIQhYOmmXakZttoBSvu 1 zAdVh?IAYpy7h_b 10- 4-10-15 9-7-5 14-3-10 19-0-0 23-8-6 28 4-11 33-1-1 38-0-0 r 0-10- 4-10-15 4-8 6 4-8-6 4-8-6 4-8 6 4-8 6 4-8 6 4-10-15 Scale = 1:65.9 M ur1 2 0 3x4 = 31 4x12 = 5x8 it 6x6 = 3.38 12 9 10 11 ^ 29 8x12 MT20HS = 1.00 12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 30.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP SS TOP CHORD BOT CHORD 2x4 SP SS BOT CHORD WEBS 2x4 SP No.2 JOINTS OTHERS 2x4 SP No.2 *Except 1-43,19-44: 2x2 SP No.2 WEDGE Left: 2x4 SP No.2, Right: 2x4 SP No.2 REACTIONS. (lb/size) 2=216910-8-0, 18=2169/0-8-0 Max Horz 2=88(LC 11) Max Uplift 2=-539(LC 12), 18=-539(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-7342/3136, 3-5=-7220/3043, 5-6=-6645/2848, 6-7=-6610/2856, 7-8=-6576/2866, 8-9=-5245/2335, 9-10=-5180/2356, 10-11=-5180/2354, 11-12=-5245/2333, 12-13=-6576/2868, 13-14=-6610/2858, 14-15=-6645/2851, 15-17=-7220/3041, 17-18=-7342/3134 BOT CHORD 2-32=-2892/6990, 31-32=-2838/7048, 30-31=-2835/7042, 29-30=-2418/6060, 27-29=-2416/6062, 26-27=-2422/6068, 25-26=-2430/6068, 23-25=-2424/6062, 22-23=-2426/6060, 21-22=-2843/7042, 20-21=-2846/7048, 18-20=-2884/6990 WEBS 10-26=-1002/2347, 5-36=-820/387, 30-36=-827/392, 30-35=-229/686, 8-35=-279/717, 8-34=-12461591, 33-34=-1266/594, 26-33=-1258/597, 26-38=-1258/597, 38-39=-1266/594 12-39=-1246/591, 12-40=-279/717, 22-40=-229/686, 22-41=-827/392, 15-41=-820/387 23 21 in (too) I/dell L/d -0.79 27 >579 360 -1.44 27 >316 240 0.51 18 n/a n/a 3x4 = 4x12 = 5x8 II PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 212 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. 1 Brace at Jt(s): 33, 38 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=30ft; B=45ft; L=38ft; eave=2ft; Cat. Il; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3)-0-10-8 to 2-11-2, Exterior(2) 2-11-2 to 19-0-0, Corner(3) 19-0-0 to 22-9-10, Exterior(2) 22-9-10 to 38-10-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are MT20 plates unless otherwise Indicated. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. )`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 1-0-0 wide will fit between the bottom chord and any other members. 9) Bearing atjoint(s) 2, 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ,, capacity of bearing surface. ® WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 BCS/ Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Joaquin Velez PE. No.08182 MITek USA, Inc. FL Cert 0034 0804.Parke East'Blvd, Tampa:FL 33610 Date: December 19,2019 Mel( 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Oty Ply INN-OCARROLL T18947091 507160 Al GABLE 1 1 Job Reference (optional) Tibbetts Lumber Co., LLC, Ocala, FL - 34472, 8,240 s Dec 6 2019 MiTek Industries, Inc. Wed Dec 18 16:06:16 201 B Page;! ID:7djuNkcNrMmS7tVVkcR3GXzgTVt-GI67W 1 DWDIQhYOmmXakZttoBSvulzAdVh?IAYpy7h_b NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=539, 18=539. 1 1)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chard and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-7473 rev. 1010=015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p '{ _ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IV I i k Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the I.e fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSOTPII Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Ply INN-OCARROLL T18947092 507160 A2 SCISSORS �Qty 8 1 Job Reference (optional) Tibbetts Lumber Co., LLC, Ocala, FL - 34472, 4-10-15 4-8-6 14-3-10 3.38 12 6x6 = 8.240 s Dec 6 2019 MiTek Industries, Inc. Wed Dec 18 16:U6:18 2U19 t 4-8-6 Scale = 1:65.9 8x12 MT20HS = 4x12 = 1.00 12 4x12 = 5x8 II 5x8 II 12-8-14 LOADING (psil) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.78 17 >584 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -1.43 15-17 >318 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT) 0.51 12 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -AS Weight: 182 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP SS TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 OTHERS 2x2 SP No.2 WEDGE Left: 2x4 SP No.2, Right: 2x4 SP No.2 REACTIONS. (lb/size) 2=2169/0-8-0, 12=216910-8-0 Max Horz 2=88(1_C 10) Max Uplift 2=-539(LC 12), 12=-539(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7364/1729, 3-5=-7268/1670, 5-6=-6669/1561, 6-7=-5226/1258, 7-8=-5226/1254, 8-9=-6669/1561, 9-11=-7268/1670, 11-12=-7364/1729 BOT CHORD 2-20=-1587/7009, 19-20=-1548I7006, 17-19=-1272/6084, 15-17=-1278/6084, 14-15=-164817006,12-14=-1587/7009 WEBS 7-17=-499I2360,5-19=-762/269, 6-19=-103/709,6-17=-12991362,8-17=-1299/362, 8-15=-1031709,9-15=-762/269 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.OpsF h=30ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-0-10-8 to 2-11-2, Intedor(1) 2-11-2 to 19-0-0, Exterior(2) 19-0-0 to 22-9-10, Interior(1) 22-9-10 to 38-10-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are MT20 plates unless otherwise indicated. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' 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 1-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 12 considers parallel to grain value using ANSI1TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=539, 12=539. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum 'Bheetrock be applied directly to the bottom chord. ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10,'0312015 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 pennanent 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 ANS11PII Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. ,Joaquin Velez PE N6.68182 MITek USA, Inc. FL Ceit 6634 ;6 6'4' park. East Blvd,.Tampa FL 33610 Date: December 19,2019 MiTek' 6904 Parke East Blvd. Tampa; FL 36610 Job Truss Truss Type City Ply A3 Common Structural Gable 11b [N-OCARROLLT18947093 Reference (optional) ribbetts Lumber Co., LLC, Ocala, FL - 34472, 1 l 1 I 12-9-9 7-0-1 8.240 s Dec 6 2019 MiTex Industries, Inc. Wed Dec I 1ti:ub:2u 2U19 3.38 12 5x6 = --- 5-9-7 Scale = 1:65.3 20 19 18 17 16 15 3x6 = 3x6 = 3x6 = 3x6 = 3.38 12 14-0-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.14 14-28 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.33 14-28 >524 240 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 184 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. 1-2,12-13: 2x2 SP No.2 WEBS 1 Row at micipt 8-17 WEBS 2x4 SP No.2 *Except* 19-21,15-22: 2x6 SP No.2 REACTIONS. All bearings 24-0-0 except (jt=length) 11=0-8-0, 15=0-3-8, 15=0-3-8. (lb) - Max Horz 3=90(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 15 except 3=-155(LC 12), 17=-574(LC 12), 20=-151(LC 8), 11=-224(LC 12) Max Grav All reactions 250 lb or less at joint(s) 19, 15,15 except 3=588(LC 21), 17=2054(LC 1), 20=786(LC 21), 11=830(LC 22), 3=575(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-628/154,6-7=-156/897,7-8=-156/896, 8-10=-914/230, 10-11=-1430/358 BOT CHORD 3-20=-61/556, 19-20=-330/171, 17-19=-330/171, 11-14=-253/1307 WEBS 7-17=-987/321, 8-14=-142/849, 10-14=-678/289, 17-22=-1168/387,8-22=-1249/412, 6-20=-1 68/514, 4-20=-712/299, 6-21 =-796/292, 17-21 =-762/280 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=3011; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-0-10-8 to 2-11-2, Interior(1) 2-11-2 to 19-0-0, Exterior(2) 19-0-0 to 22-9-10, Interior(1) 22-9-10 to 38-10-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 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) 15 except (jt=lb) 3=155,17=574,20=151,11=224,3=155. 9),This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum . sheetrock be applied directly to the bottom chord. ,JoagOlh Velez:P,E N,o.68182 tAiTek USA, Inc.'FC CertS634 664.Parke:6'st Blvd. Tampa FL 33610 Date: December 19,2019 ® wARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411.7473 rev. 10/03/2015 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 fabricalon, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety In/ormafion available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa; FL 36610 ......... - ......... .................. P............1..-............. Jab Truss Truss Type Qty Ply [N-OCARROLLT18947094 A4 Common 3 1b Reference o tidnal Tibbetts Lumber Co., LLC, Ocala, FL - 34472, 6.24U s Dec 6 2u19 Mt I eK Inousmes, Inc. Wed Dec 7 b lo:06:22 2Oi a rage i I D:7djuNkcN rMm S7tVVkcR3GXzgTVt-5STG n41 HobAq GxDvurrz772FN KvgNmsO3xCU mTy7h_V -10 7-0-1 12-9-9 19-0-0 25-2-7 30-11-15 38-0-0 3 -10 0.10- 7-0-1 5-9-7 6-2-7 6-2-7 5-9-7 7-0.1 0-10- 5x6 = 3.38 12 Scale = 1:65.2 2x4 II 3x6 = 3x8 = 3x6 = 2x4 II 3x6 = 3x6 = 3.38 12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.20 14-28 >859 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.42 14-28 >409 240 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.08 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 187 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP SS *Except' BOT CHORD Rigid ceiling directly applied. 1-2,12-13: 2x2 SP No.2, 16-18: 2x4 SP No.2 WEBS 1 Row at midpt 8-17, 6-17 WEBS 2x4 SP No.2 *Except* 8-17,6-17: 2x4 SP SS, 19-21,15-22: 2x6 SP No.2 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except Qt=length) 19=0-5-8, 15=0-5-8. (lb) - Max Harz 3=90(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 3=-329(LC 12), 19=-210(LC 12), 15=-21O(LC 12). 11=-329(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 3=1203(LC 1). 19=966(LC 1), 15=966(LC 1). 11=1203(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2607/690, 4-6=-2110/560, 6-7=-11941431, 7-8=-1194/435, 8-10=-2110/561, 10-11=-2607/690 BOT CHORD 3-20=-572/2435, 19-20=-325/1538, 17-19=-325/1538, 15-17=-341/1538, 14-15=-341/1538, 11-14=-572/2435 WEBS 17-22=-661/197, 8-22=-939/296, 6-21=-939/296, 17-21=-661/197, 8-14=-78/664, 10-14=-638/279, 19-21=-629/181, 15-22=-629/181, 6-20=-78/664, 4-20=-638/279 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=30ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-0-10-8 to 2-11-2, Interior(1) 2-11-2 to 19-0-0, Exterior(2) 19-0-0 to 22-9-10, Interior(1) 22-9-10 to 38-10-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are 3x4 MT20 unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' 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 1-0-0 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 329 lb uplift at joint 3, 210 lb uplift at Joint 19, 210 lb uplift at joint 15 and 329 lb uplift at joint 11. ,7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10,'03/2015 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 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/f Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Joaquin Velez PE No:68182 MiTek USA, Inc. FL Cert'6634 ,6904.Parke East,Slvd..Tampa _F4 33610 Date: December 19,2019 Miiek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Oty Ply �INWOCARROLL T18947095 507160 B1 GABLE 1 1 Job Reference o tiohal Tibbetts Lumber Co., LLC, Coale, FL - 34472, 8.240 s Dec 6 2019 MlI eK Industries, Inc, wed Dec 18 16:06:23 2Oi a rage i ID:?djuNkcNrMmS?tVVkcR3GXzgTVt-Zel e_QJVZVJhu406RZMCfLbP6kMU6O0XIby2lvy7h_U 2.10-8 2-11-11 5-5-14 8-0-0 10-6-2 13-0-5 16-0-0 16-10-8 0-10-8 2-11-11 2-6-2 2-6-2 2-6-2 2-6-2 2-11-11 0-10-8 " Scale = 1:30.7 3x 4x6 = -AIt 2.00 12 3x8 = 3x8 Zz 1-9-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.28 15 >682 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.52 14-15 >372 240 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT) 0.21 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 58 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 *Except* 1-2,10-11: 2x2 SP No.2 REACTIONS. (lb/size) 3=95910-3-8, 9=959/0-3-8 Max Horz 3=50(LC 8) Max Uplift 3=-258(LC 12), 9=-258(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-3389/1571,4-5=-3332/1611, 5-6=-3304/1633, 6-7=-3304/1618,7-8=-3332/1595, 8-9=-3389/1555 BOT CHORD 3-16=-1413/3215,15-16=-1426/3241,14-15=-1432/3258,13-14=-1437/3258, 12-13=-1423/3241,9-12=-1411/3215 WEBS 6-14=-601/1371 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=30ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3)-0-10-8 to 2-1-8, Exterior(2) 2-1-8 to 8-0-0, Comer(3) 8-0-0 to 11-0-0, Exterior(2) 11-0-0 to 16-10-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 Co. 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 1-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 3, 9 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 258 lb uplift at joint 3 and 258 lb uplift at joint 9. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev. 1010312015 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 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/TPH Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Joaquin Velez RE No.68182 MTek USA, Inc. FL Cert 6834 6864.Parke East Blvd. Tampa FL.33610 Dater December 19,2019 MiTei(- 6904 Parke East Blvd. Tampa; FL 36610 Job Truss Truss Type Qty Ply INN-OCARROLL T18947096 507160 B2 SCISSORS 4 1 Job Reference (optional) Tibbetts Lumber Co., LLC, Ocala, FL - 34472. 8.240 s Dec 6 2019 MiTek Industries, Inc. Wed Dec 1816:06:24 2019 Page 1 ID•?djuNkcNrMmS?tVVkcR3GXzgTVt-1rbOCmKXKDRYVENI?GtRCY7YZ7i7nwgXFhbgMy7h T -0-10-8 2-11-11 5-5-14 B-0-0 10-6-2 13-0-5 16-0.0 16-10-8 0-10-8 2-11-11 2-6-2 2-6-2 2-6-2 2-6-2 2-11-11 0-10-B 3x, 4x4 = -AR fig 2.OG 12 3x8 = 3x8 zz Scale = 1:30.7 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rrP12014 CSI. TC 0.72 BC 0.53 WB 0.32 Matrix -AS DEFL. in (loc) I/deft LJd Vert(LL) -0.29 11 >664 360 Vert(CT) -0.53 10-11 >362 240 Horz(CT) 0.22 7 n/a n/a PLATES GRIP MT20 2441190 Weight: 63 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 OTHERS 2x2 SP No.2 REACTIONS. (lb/size) 3=959/0-3-8, 7=959/0-3-8 Max Harz 3=50(LC 8) Max Uplift 3=-258(LC 12), 7=-258(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-3468/849, 4-5=-3191/801, 5-6=-3191/794, 6-7=-3468/867 BOT CHORD 3-12=-741/3295, 11-12=-748/3322, 10-11=-787/3322, 7-10=-780/3295 WEBS 5-11=-318/1401, 4-11=-422/142, 6-11=-422/160 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-0-10-8 to 2-1-8, Interior(1) 2-1-8 to 8-0-0, Exterior(2) 8-0-0 to 11-0-0, Interior(1) 11-0-0 to 16-10-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 1-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 3, 7 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 258 lb uplift at joint 3 and 258 lb uplift at joint 7. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez P,E No:68181 ?AITO IJSA Inc FL Cart 8634. 6904 Parke East 81.4.'Tampa FL.W10 Date: December 19,2019 ® WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/0312015 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 ANSIITPN Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parka East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T18947097 507160 C1 Common Supported Gable 1 1 �INN-OCARROLL Job Reference (optional) Tibbetts Lumber Co., LLC, Ocala, FL - 34472. 6.24U s Uec b 2U1 a Mt I eK Inousmes, mc. Wed Dec i a I6:06:26 to i e rage r I D:?dj uN kcN rMmS? tVVkcR3GXzgTVt-zDjmdSLnsghGIYXh7 hwvHzDOzxV MJ pRz_ZBivEy7h_R 0-10.8 3-2-0 6.4-0 7-2-8 0.10-8 3-2-0 3-2-0 0-10_8 Scale=1:15.1 3.38 12 2x4 = 2x4 11 4x4 = 2x4 = 3-2-0 64.0 3-2-0 3-2-0 ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip COL 1.25 TC 0.21 Vert(LL) 0.00 5-7 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) 0.00 5-7 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix-S Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 OTHERS 2x2 SP No.2 REACTIONS. (lb/size) 3=243/64-0, 5=243/6-4-0, 8=369/6-4-0 Max Horz 3=25(LC 8) Max Uplift 3=-106(LC 12), 5=-106(LC 12), 8=-56(LC 12) Max Grav 3=247(LC 21), 5=247(LC 22), 8=369(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-8=-273/278 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCOL=6.Opsf; h=30ft; B=45ft; L=24ft; eave=2ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3)-0-10-8 to 2-1-8, Exterior(2) 2-1-8 to 3-2-0, Comer(3) 3-2-0 to 6-4-0, Extedor(2) 64-0 to 7-2-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 pat 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 1-0-0 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 106 lb uplift at joint 3, 106 Ib uplift at joint 5 and 56 lb uplift at joint 8. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. Joaquin Velez:PE No.68182 MITek USA, Inc.; FI, Catt'8834' 6904 ParkeEast Blvd,.Tampa FL33810 Data: December 19,2019 A WARNING -Verify design parameters and READ NOTES ON T141S AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 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 �pp building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYI!Tek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa; FL 36610 Job Truss Truss Type Oty Ply INN-OCARROLL T18947098 507160 M7A GABLE 1 1 Job Reference o tional ribbetts Lumber Co., LLC, Ocala, FL - 34472, 8.240 s Dec 6 2019 MiTek Industries, Inc. Wed Dec 18 16:06:28 2019 Page 1 ID:?djuNkcNrMmS?tVVkcR3GXzgTVt-vcrX27N10Rx sh3E6yNMOIIg164njsGStgoz7y7h_P -0-10-6 64-0 0-10-8 64.0 3x4 % Scale: 3/4"=l' 3x4 = 3x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.04 5-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.08 5-10 >914 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 27 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.2 OTHERS 2x4 SP No.2 *Except' 1-2: 2x2 SP No.2 REACTIONS. (lb/size) 5=330/0-8-0, 3=420/0-8-0 Max Horz 3=114(LC 12) Max Uplift 5=-89(LC 12), 3=-120(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-252/34 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf-, h=30ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-0-10-8 to 2-1-8, Interior(1) 2-1-8 to 6-1-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 5 except Qt=lb) 3=120. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Vetez'P,E No.68162 1�iTekUSX, Ina. FL Cart;6834' ,6904.Parke East llvd: Tampa FL.33610 Date: December 19,2019 ®WARNING - V.dry design paramefers and READ NOTES ON THIS AND 114CLUDED MI TEK REFERENCE PAGE M11.7473 rev. 1010312015 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 M iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see AN511TP11 Quality Criteria, DSB-89 and Bost Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jab Truss Truss Type Qty Ply T18947099 507160 M14A Monopitch Supported Gable 1 �INWOCARROLL 1 Job Reference (optional) Tibbetts Lumber Co., LLC, Ocala, FL - 34472, 8.240 s Dec 6 2019 MiTek Industries, Inc. Wed Dec 1816:06:27 2019 Page 1 ID:?djuNkcNrMmS?tW kcR3GXzgTVt-RQH9gnMPd8p7Mi6tgOR8gBIAILpm2Ge7DDwFRgy7h_Q 0-10-8 14-5-8 0-10.8 14-5-8 3x4 = 16 15 14 13 12 19 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(CT) 0.01 1 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 11 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix-S Weight: 69 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, BOT CHORD 2x4 SP No.2 except and verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 *Except* 1-2: 2x2 SP No.2 REACTIONS. All bearings 14-5-8. (lb) - Max Horz 3=224(LC 12) Max Uplift All uplift 100 lb or less atjoint(s) 11, 3, 12, 13, 14, 15 except 16=-134(LC 12) Max Grav All reactions 250 lb or less at joint(s) 11, 12, 13, 15 except 3=289(LC 1), 14=251(LC 1), 16=489(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-293/112 WEBS 4-16=-378/295 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=30ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3)-0-10-8 to 2-1-8, Exterior(2) 2-1-8 to 14-3-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 ANSIrrPI 1. 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 3, 12, 13, 14, 15 except at=ib) 16=134. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. Joaquin Velez RE No.68182 MiTek USA Inc. FGtert 8834 ,8004 Parke East Blvd. Tampa FL.33610. Date: • December 19,2019 del WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 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 pp pp building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing FYI i IT ek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. , Tampa. FL 36610 Job Truss Truss Type city Ply INN-OCARROLL T18947100 507160 M14B Monopitch 10 1 Job Reference (optional) Tibbetts Lumber Co., LLC, Ocala, FL - 34472, 8.240 s Dec 6 2019 Mi I eK Industnes, Inc. wea Dec 18 18:06:28 2Oi9 rage 1 I D:7dj u NkcN rM mS7tVVkcR3GXzgTVt-vcrX27N 1 ORx_sh 3 E6yN M OIFUI35neCGStgoz7y7h_P -0-10-8 7-3-11 14-5-8 0-10-8 7-3-11 7-1-13 3) N 1 4x4 Peale=1:27.4 3.38 12 2x4 11 r 4x4 = 3x6 = 7-3-11 --- ' 7-1-13 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.07 8-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.15 8-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 68 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 'Except' WEBS 1 Row at midpt 4-7 6-7: 2x6 SP No.2 OTHERS 2x2 SP No.2 REACTIONS. (lb/size) 3=864/0-8-0, 7=780/0-5-8 Max Horz 3=227(LC 12) Max Uplift 3=-206(LC 12), 7=-211(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 34=-15781270, 6-7=-264/170 BOT CHORD 3-8=-397/1445, 7-8=-397/1445 WEBS 4-8=0/301,4-7=-1450/401 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.0psf: h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-0-10-8 to 2-1-8, Interior(1) 2-1-8 to 14-2-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 3=206, 7=211. 5) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc: FL Cer)'6834 6904 Parke EastBlvd, Tampa.FL $3610 :Date: December 19,2019 ® WARNING • Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010=015 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 property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB•89 and Bost Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 507160 V1 GABLE 2 1b [N-OCARROLLT18947101 Reference o tional _... .. _ .. _ .. �. ... ..... o non .. ri,... C nnitf I.I:T..L 18 16:06:29 2019 Done 1 I lbbeQ9 Lumber Go., LLC, Ocaia, FL - 344r L, �.cn.. 3 L;G . U r.. U ,.,, , o,. ,, ,....�.,,..., �_ . _ _ _ . ID:?djuNkcNrMmS?tVVkcR3GXzgTVt-NoOvFTNg913gc?GGopTcvcrXf8WgW9kQgXPM WZy7h_O 0-11-4 21-11-4 0-11-4 21-11-4 Scale=1:37.3 3x4 = 11 2 18 3 19 4 5 20 6 7 21 8 9 17 16 15 14 13 12 11 10 3x4 = 21-11-4 21-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deb L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 1 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-R Weight: 101 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 21-11-4 (lb) - Max Uplift All uplift 100 lb or less at joint(s) 10 except 17=-146(LC 8), 16=-142(LC 8), 14=-147(LC 8), 13=-147(LC 9), 12=-149(LC 9), 11=-120(LC 9) Max Grav All reactions 250lb or less atjoint(s) 10 except 17=286(LC 1), 16=459(LC 1), 14=436(LC 1), 13=437(LC 1). 12=455(LC 1). 11=357(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-255/166 WEBS 3-16=-371/194, 4-14=-358/194, 5-13=-357/195, 7-12=-372/198, 8-11=-295/161 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-0-11-4 to 2-0-12, Interior(1) 2-0-12 to 21-9-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 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) 10 except Qt=lb) 17=146,16=142,14=147,13=147,12=149,11=120. Joagtiin Velez RE No.68182 MiTek USA,Ini, FL CiiA 6634 6904 Parke Eaet,Biyd..Tampa'FL 33610 Date: December 19,2019 ® WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED MI TEN REFERENCE PAGE M11-7473 rev. 1010312015 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 bradng Mi W Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jab Truss Truss Type city Ply 507160 V2 GABLE1b [N-OCARROLLT18947102 Reference o tional I IDDettS LUmDef 1:0., LLG, ucata, rL - J49/ G, v.aw a ,Jc., v cv , a ,.,, , o,. ,, ,.,...,,..... .. .... .......- ., -- • - - - ID:7djuNkcNrMmS7tW kcR3GXzgTVt-KBWfg9PwhMJYrJPevEV4_1 wt8yC8_3Vi8ruTaSy7h_M -11-4 21-11-4 0-11-4 21-11-4 Scale = 1:37.3 3x4 = •1 2 18 3 19 4 5 20 6 7 21 8 9 Cl I -. < 1... � Mi i 17 16 15 14 13 12 11 10 3x4 = 21-11.4 21-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 1 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 10 n/a We BCDL 10.0 Code FBC2017rrPI2014 Matrix-R Weight: 96 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, BOT CHORD 2x4 SP No.2 except end vertical's. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 21-11-4 (lb) - Max Uplift All uplift 100 lb or less at joint(s) 10 except 17=-146(LC 8), 16=-142(LC 8), 14=-147(LC 8), 13=-147(LC 9), 12=-149(LC 9), 11=-120(LC 9) Max Grav All reactions 250 lb or less atjoint(s) 10 except 17=287(LC 1), 16=458(LC 1), 14=436(LC 1), 13=437(LC 1), 12=455(LC 1), 11=356(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-256/166 WEBS 3-16=-371/194, 4-14=-358/194, 5-13=-357/195, 7-12=-372/198, 8-11=-295/161 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C,C Exterior(2)-0-11-4 to 2-0-12, Interlor(1) 2-0-12 to 21-9-8 zone; cantilever left and right exposed ;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 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) 10 except Ot=lb) 17=146, 16=142, 14=147, 13=147, 12=149, 11=120. Joaquin Velez PE No.68182 MiTakygA,Inc.;FL Cod6634 6904'Parka East;Bi41amp'a Fl. 3 10 Data: December 19,2019 ®wARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. �' Design valid for use only with WWI) 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 n p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent braoing IY1iTek• 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa; FL 36610 Job Truss Truss Type city Ply T18947103 507160 V3 GABLE 1 1 �INN-OCARROLL Job Reference (optional) I Matta Lumber GO., LLU, VCala, r'L - J441 L, o.— a ✓c., v —. — on ,,,...,.,,,— ...... .............., ,.........._ ID:?djuNkcNrMmS?tVVkcR3GXzgTVt-oN42lVQYSgRPTT_gTx1 JXES2uMYNjX8sMVeO6uy7h_L -11-4 21-11-4 0.11-4 21-11-4 1 2 ....._.... �"-' ..._...............-_---_.........._...p .................................. 18 ---- __ 3 .._.._..__..... ..-___ _..............__............. 19 4 ...... -......... ......................I....._.._.. ._..._._------ ................ .... .._. +i �. ............... 3x4 = 5 20 6 7 Scale=1:37.3 21 8 9 17 16 15 14 13 12 11 10 3x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft Ud TCLL 30.0 Plate Grip DOL 1.25 TIC 0.24 Vert(LL) 0.00 1 n/r 120 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 1 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R LUMBER- BRACING- PLATES GRIP MT20 244/190 Weight: 85 lb FT = 20% TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 21-11-4. (lb) - Max Uplift All uplift 100 lb or less atjoint(s) 10 except 17=-147(LC 8), 16=-142(LC 8), 14=-147(LC 8), 13=-147(LC 9), 12=-149(LC 9), 11=-120(LC 9) Max Grav All reactions 250lb or less atjoint(s) 10 except 17=288(LC 1). 16=457(LC 1), 14=437(LC 1), 13=437(LC 1). 12=455(LC 1), 11=354(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-257/166 WEBS 3-16=-369/193, 4-14=-358/194, 5-13=-357/195, 7-12=-372/198, 8-11=-295/161 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-0-11-4 to 2-0-12, Interjor(1) 2-0-12 to 21-9-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 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) 10 except at=lb) 17=147, 16=142, 14=147, 13=147, 12=149, 11=120. Joaquin Velez PE No,:68182 MITA qb A, Inc. FL Cert 6634 ,6804 Patkti:East Blvd. Tampa FL 33610 Date: December 19,2019 ®WARNING - Verify design parameters end READ NOTES ON TN1S AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. �- Design valid for use only with MiTek0 connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must vedfy the applicability of design parameters and properly Incorporate this design Into the overall � p building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Tampa, FL 36610 Jab Truss Truss Type Qty Ply 507160 V4 GABLE 1 1b [N-OCARROLLT18947104 Reference o tional 1 IbbettS Lumber GO., LLu, ucala, FL - 344/Z, I D:?djuNkcNrMmS?tWkcR3GXzgTVt-GZeQ5rQAC_ZG4dZ11 fW3S?DemtbS_S?b9NZfKy7h_K 11 4 21-11-4 0-11-4 21-11-4 Scale = 1:37.3 19 4 3x4 = 5 20 6 7 21 8 9 17 16 15 14 13 12 11 10 3x4 -= LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.00 1 n/r 120 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 1 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-R PLATES GRIP MT20 244/190 Weight: 73 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudlns, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 21-11-4. (lb) - Max Uplift All uplift 100 lb or less at joints) 10 except 17=-147(LC 8), 16=-142(LC 8), 14=-147(LC 8), 13=-147(LC 9), 12=-149(LC 9), 11=-119(LC 9) Max Grav All reactions 250 lb or less at joints) 10 except 17=288(LC 1). 16=456(LC 1), 14=437(LC 1), 13=437(LC 1). 12=455(LC 1). 11=353(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-17=-258/167 WEBS 3-16=-368/192, 4-14=-359/194, 5-13=-357/195, 7-12=-372/198, 8-11=-295/162 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-0-11-4 to 2-0-12, Interior(1) 2-0-12 to 21-9-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 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) 10 except Qt=lb) 17=147, 16=142, 14=147, 13=147, 12=149, 11=119. Joaquin Velez P,E N06162 MiTekUSA, Inc.FL Cert'6634. 6864 Parke East`Blv&Tampa FL 33670' Date:: December 19,2019 ®WARNING - vatiry design parameters and READ NOTES ON THIS AND INCLUDED MIT EK REFERENCE PAGE M11-7473 rev. 1010312015 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 g�ypp T building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing IYI i I.ek- 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa; FL 36610 Job Truss Truss Type Qty Ply T18947105 507160 V5 Valley 1 �INN-OCARROLL 1 Job Reference (optional), 1 IOOeII$ LLmoer 1 U., LLI., -1., r L - -," 1 ID:7djuNkcNrMmS7tWkcR3GXzgTVt-kmCol BRozHh7in8DbM3ncfYQe9ESBRL9gp77Bmy7h_J -0-11-4 1-11-4 0-11-4 1-11-4 2 2x4 11 3 2x4 11 5 4 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 30.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 1 n/r 120 TCDL 15.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 1 fill, 90 BCLL 0.0 Rep Stress.lncr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-R LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 5=220/1-11-4, 4=58/1-11-4 Max Uplift 5=-133(LC 8), 4=-16(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:10.7 PLATES GRIP MT20 244/190 Weight: 10 lb FT = 20% Structural wood sheathing directly applied or 1-11-4 oc puriins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 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 1-0-0 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) 4 except Qt=lb) 5=133. Joaquiiii V.elei P! No.68182 MITek U,SA, inc FL Cert 6834. ,6904 Parke Eaet 81vd. TampaFL.33610 Date., December 19,2019 ®WARNING •Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10103/2015 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 �e i a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall A 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 ANSI7TP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply [N-OCARROLLT18947106 507160 V6 Valley 1 1b Reference o Gonal I IDDeuS LUMDer U0., LLL , Vcala, rL - 1441<, o.<Yv a uec o - rays I D:?dju NkcNrM m S7tVVkcR3 GXzgT Vt-CymAWXSQkbp_KwjP84a08t4bOZahwub I3TsgjDy7h_I -0-11-4 1-11-4 0.11-4 1-11-4 ' 1 2 2x4 11 3 2x4 II 5 4 2x4 11 2x4 11 Scale = 1:8.4 1-11-4 1-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 ITC 0.10 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 1 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-R Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 5=220/1-11-4, 4=58/1-11-4 Max Uplift 5=-133(LC 8), 4=-16(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 1-11-4 oc puriins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 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 1-0-0 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) 4 except Qt=lb) 5=133. ® wARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MlTekkel 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 ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Joaquin Neisz;PE N0.68182 ? iTak`US i. Mo., FL Cart 8634 6904 Parke East Blvd. Tampa FL 33816 Date: December 19,2019 WGIC 6904 Parke East Blvd. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 2j4 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. Ole For 4 x 2 orientation, locate plates 0- '14' 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 41e�� 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. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS 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 Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 I, General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIrrPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.