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HomeMy WebLinkAboutTRUSS® 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: 171282A - Indian River Lot 9 MiTek USA, Inc. • Site Information: 6904 Parke East Blvd. Customer Info: Cooper Ent. Project Name: Lot 9 Indian River Estates Model: Tampa, FL 33610 4115 Lot/Block: Subdivision: Address: Hickory Drive City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: Thomas E Audit License #: 31419 Address: PO Box 562 City: Alachua State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): - Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 40 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# Truss Name Date I No. I Seal# Truss Name Date 1 1 T11336672 1 C1 6/12/17 118 IT11336689IT03 6/12/17 12 1 T11336673 1 C1A 1 6/12/17 119 I T11336690 I T04 1 6/12/17 13 1 T11336674 1 C3 1 6/12/17 120 I T11336691 I T05 1 6/12/17 1 14 1 T11336675 1 C3B 1 6/12/17 121 I T11336692 I T06 1 6/12/17 1 15 1 T11336676 1 C3T 1 6/12/17 122 I T11336693 I T07 1 6/12/17 1 16 1 T11336677 1 C5 1 6/12/17 123 I T11336694 I T08 1 6/12/17 1 17 1 T11336678 1 C5B 1 6/12/17 124 I T11336695 I T09 1 6/12/17 18 1 T11336679 1 C5T 1 6/12/17 125 I T11336696 I T10 1 6/12/17 19 I T11336680 I J7 1 6/12/17 126 I T11336697 I T11 1 6/12/17 110 I T11336681 I J7B 1 6/12/17 127 I T11336698 I T12 1 6/12/17 Ill I T11336682 I J7T 1 6/12/17 128 I T11336699 I T13 1 6/12/17 1 112 I T11336683 I J56 1 6/12/17 129 I T11336700 I T14 1 6/12/17 1 113 1 T11336684 1 K7 1 6/12/17 130 I T11336701 I T15 1 6/12/17 1 114 1 T11336685 1 K7T 1 6/12/17 131 I T11336702 I T16 1 6/12/17 1 115 1 T113366861 K56 1 6/12/17 132 I T11336703 I T17 1 6/12/17 1 116 I T11336687 I T01 1 6/12/17 133 I T11336704 I T18 1 6/12/17 1 117 I T11336688 I T02 1 6/12/17 134 I T11336705 I T19 1 6/12/17 1 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Ro-Mac Lumber & Supply Inc. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. 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. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek 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. cc F • JU P•.' � ee Thomas A. Albani PE No.39380 Mrrek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 12,2017 Albani, Thomas 1 of 2 RE: 171282A - Indian River Lot 9 Site Information: Customer Info: Cooper Ent. Project Name: Lot 9 Indian River Estates Model: Lot/Block: Subdivision: Address: Hickory Drive City: Fort Pierce State: FL No. I Seal# ITruss Name I Date 35 IT11336706,IT20 1 6/12/17 136 I T11336707 I T21 1 6/12/17 1 137 I T11336708 I T22 1 6/12/17 138 I T11336709 I T23 1 6/12/17 139 I T11336710 I T24 1 6/12/17 140 I T11336711 I T25 1 6/12/17 2of2 Job Truss Truss Type Qty Ply Indian River Lot T11336672 171282A C1 Comer Jack 15 1 Job Reference (optional) Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748 8.030 s Jan 212017 MiTek etc mausi ies, inc. Mon Jun 12 09:113:27 2017 rage I D:hGYhcr48i I VQau 1 cYTOXOgzDvhb-pmEcmUmPt4wh9k31 Fq_D?LSJa79alvwdY_njLez73vs -1-6-0 1-0-0 1-6-0 1-0-0 1.0-0 i_n_n LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.00 7 >999 360 'TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(TL) 0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Wind(LL) -0.00 7 >999 240 . LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=-5/Mechanical, 2=179/0-8-0, 4=-20/Mechanical Max Horz 2=114(LC 12) Max Uplift 3=-5(LC 1), 2= 300(LC 12), 4=-20(LC 1) Max Grav 3=32(LC 12), 2=179(LC 1), 4=69(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 0 Scale = 1:8.2 PLATES GRIP MT20 244/190 Weight: 6 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25fh B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enci., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 3, 4 except Qt=lb) 2=300. 0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITekm connectors. This design Is based only upon parameters shown, and Is for an Individual building component, n( � a truss system. Before use, the building designer must vedfy the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is To buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent 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, seeANSi/TPI I 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. Mexandda. VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply Indian River Lot 9 T11336673 171282A CIA Corner Jack 1 1 Job Reference (optional) Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748 2x4 = 1-0-0 8.u3u s Jan z i zui / Mi i eK mausirles, inc. Mon dun tz 09:i3:2/ 2Oi r rage i ID:hGYhcr48ilVQaulcYTOXOgzDvhb-pmEcmUmPt4wh9k31 Fq_D?LSLE791lvwdY_njLez73vs Scale =1:7.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 6 >999 240 13CLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Wind(LL) 0.00 6 >999 240 Weight: 3lb FT=20% LUMBER - ,TOP CHORD 20 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 1=37/0-4-0, 2=21/Mechanical, 3=16/Mechanical Max Horz 1=35(LC 12) Max Uplift 1= 16(LC 12), 2=-25(LC 12), 3= 11(LC 12) Max Grav 1=37(LC 1), 2=22(LC 17), 3=17(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; 13=45fh L=24ft eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. Q WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE Mll--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 appiicabllity of design parameters and properly Incorporate this design Into the overall design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' building prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Job Truss Truss Type Qty Ply Indian River Lot9 T11336674 171282A C3 Corner Jack 13 1 Job Reference (optional) Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748 8.030 s Jan 23 2017 Mi Tek muusurea, mu. mun uun IL ve:la.eo 4v 1 / rage 1 I D:hGYher48ilVQau 1 cYTOXOgzDvhb-Hzo_gn 1 dO2XnueDoYVSXZ_UJXVRUMAmneXGt4z73vr -1-6-0 3-0-0 1-6-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Wind(LL) -0.01 4-7 >999 240 .LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=59/Mechanical, 2=210/0-8-0, 4=29/Mechanical Max Harz 2=182(LC 12) Max Uplift 3= 70(LC 12), 2=-244(LC 12) Max Grav 3=67(LC 17), 2=21 O(LC 1), 4=50(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:13.3 PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; 13=45ft; L=24fh eave=4ft; Cat. II; Exp C; Encl., GCp1=0.18; MW FRS (directional) and C-C Exterior(2) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 2-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (It=lb) 2=244. O WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10103,2015 BEFORE USE. era ' 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stablllty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatlom storage, delivery, erection and bracing of trusses and thus systems, seeANSI/TPI I 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 33610 Job Truss Truss Type Qty Ply Indian River Lot 9 T11336675 1712SPA C3B Corner Jack 1 1 Job Reference o tional Ro-Mac Lumber & Supply Inc., Leesburg, I-L 34748 8.030 s .,an 20 cv ! r rvu r eK 1F 1UU6 rJS, iIr. Or. U.I to . I D:hGYhcr48i IVQaul cYTOXOgzDvhb-Hzo_gnl dO2XnueDoYVSXZ_V WXUnUMAmneXGt4z73vr 3-0-0 3-0-0 Scale: i"=V WHER 3.0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 3-6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.01 3-6 >999 240 $CLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MP Wind(LL) 0.01 3-6 >999 240 Weight: 10 lb FT = 20% LUMBER - ,TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 1=109/Mechanical, 2=69/Mechanical, 3=40/Mechanical Max Horz 1=103(LC 12) Max Uplift 1=-51(LC 12), 2=-92(LC 12), 3=-13(LC 12) Max Grav 1=109(LC 1), 2=76(LC 17), 3=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25fh B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)1, 2, 3. ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1,1I1-7473 rev, 1010312015 BEFORE USE. ' Design valid for use only with Milek® 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, seeANSI/TPII 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 33610 Job Truss Truss Type Qty Ply Indian River Lot 9 T11336676 171282A C3T Corner Jack 2 1 Job Reference (optional) Ro-Mac Lumber & Supply Inc., Leesburg, f-L 34148 a.VJV J udn L0 LV 1 r IVII I em II luu-i ICJ, IIIV, Inun ouI I Ic . L,.aVu ID:hGYhcr48ilVQaul cYTOXOgzDvhb-m9MMBAngOiAOO2CPMFOh4mXf3xgrDpQv?IGpQXz73vq 1-6-0 2-8-0 3-0-0 1-6-0 2-8-0 0-4-0 m 0 6 0 0 6 Scale=1:13.3 2-8-0 3-0-0 2-8-0 Plate Offsets (X Y)-- f2.0-1-4 0-0-21 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 7 >999 360 MT20 244/190 i'CDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.01 7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MR Wind(LL) 0.01 6 >999 240 Weight: 14lb Ff-=20% ,LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD 2x4 SP M 30 -Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-7: 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=51/Mechanical, 2=212/0-8-0, 5=45/Mechanical Max Harz 2=182(LC 12) Max Uplift 4= 39(LC 12), 2= 243(LC 12), 5=-17(LC 9) Max Grav 4=57(LC 17), 2=212(LC 1), 5=50(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24fh eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterjor(2) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 2-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) 4, 5 except Qt=lb) 2=243. Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MffEK REFERANCE PAGE M11-7473 rev. 10103/2015 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 property Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek prevent Is always required for stability and to prevent collapse wilh possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrcotiom storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component Tampa, FL 33610 Safety Information avaliable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandra VA 22314. Job Truss Truss Type Qty Ply Indian River Lot 9 T11336677 171282A C5 Corner Jack 13 1 Job Reference (optional) Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon Jun 12 09:13:30 2017 Page 1 I D:hGYhcr48i I VQau 1 cYTOXOgzDvhb-ELWIO W ol9?I FOCncwzXwd_4nSK7iyGg3EyONyzz73vp -1-6-0 5-0-0 1-6-0 5-0-0 Scale = 1:18.2 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.02 4-7 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.06 4-7 >999 240 'BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MP Wind(LL) 0.06 4-7 >984 240 Weight: 18lb FT=20% LUMBER - .TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=112/Mechanical, 2=276/0-3-8, 4=58/Mechanical Max Horz 2=252(LC 12) Max Uplift 3=-147(LC 12), 2=-261(LC 12), 4=-2(LC 12) Max Grav 3=125(LC 17), 2=276(LC 1), 4=88(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 4 except Qt=lb) 3=147, 2=261. Q WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11--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 applicablllty of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* prevent 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, seeANSI/TPI1 Quality Criteria, DS8-89 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 33610 Job Truss Truss Type Qty Ply Indian River Lot 9 T71336678 171282A C58 Corner Jack 1 1 Job Reference (optional) Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748 5-0-0 5-0-0 3x4 = 8.030 s uan 23 201 / Niir ek inuusines, inu. ivwun uun I G 0y: I o:ov 4v I r raytl 1 ID:hGYhcr48ilVQaul cYTOXOgzDvhb-ELwIOWol9?I FOCncwzXwd_4nCK76yGg3EyONyzz73vp N Scale=1:17.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.02 3-6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.06 3-6 >929 240 COLL 0.0 Rep Stress Incr YES WB 0.00 Horz(fL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Wind(LL) 0.07 3-6 >851 240 Weight: 16lb FT=20% LUMBER - .TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 1=183/Mechanical, 2=118/Mechanical, 3=65/Mechanical Max Horz 1=173(LC 12) Max Uplift 1=-87(LC 12), 2=-160(LC 12), 3= 16(LC 12) Max Grav 1=183(LC 1), 2=130(LC 17), 3=90(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 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; VUlt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, interior(1) 3-0-0 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (jt=lb) 2=160. Q WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED WITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE ter. Design valid for use only with Mifekb 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 applicablllty 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 MOW 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, seeANSi/TPII 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. Alexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply Indian River Lot 9 T71336679 171282A C5T Corner Jack 2 1 Job Reference (optional) Ro-Mac Lumber & Supply Inc. Leesburg, FL 34748 8.030 5 Jan 23 201 / rvu 1 eR uruubu ieb, nw. iviu„ uw5 ;c va. j ,agG I D:hGYhcr48ilVQau 1 cYTOXOgzDvhb-iYU7crpwwJQ6eM MoUg299BcyGkTjhjwCTclwUPz73vo 1.6-0 2-8-0 5-0-0 1-6-0 2-8-0 2-4-0 3x4 = Scale=1:18.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.04 6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.09 6 >646 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.06 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MR Wind(LL) 0.12 6 >504 240 Weight: 20lb FT=20% .LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except' 3-7: 2x4 SP No.3 REACTIONS. (lb/size) 4=102/Mechanical, 2=281/0-8-0, 5=73/Mechanical Max Harz 2=252(LC 12) Max Uplift 4=-116(LC 12), 2= 259(LC 12), 5= 30(LC 12) Max Grav 4=113(LC 17), 2=281(LC 1), 5=86(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 5-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25fh B=45ft; L=24ft; eave=4ft Cat. Il; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s) 5 except Qt=lb) 4=116,2=259. 0 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11I1-7473 rev. 1010312016 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 buiiding design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Informalion available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria VA 22314. Job Truss Truss Type Qty Ply Indian River Lot 9 T11336680 171282A J7 Jack -Open 18 1 Job Reference (optional) Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748 8.030 s Jan 23 2017 MITek Industries, Inc. Mon Jun 12 09:13:32 2017 Page 1 ID:hGYhcr48ilVQaulcYTOXOgzDvhb-Ak2VpBgYhdYzFVx_1 NaOiP92PBm8QA9MiGVUOsz73vn -1-6-0 7-0-0 1-6-0 7-0-0 2 3x5 = Scale=1:23.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.08 4-7 >999 360 MT20 244/190 dFCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.23 4-7 >365 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Wind(LL) 0.19 4-7 >438 240 Weight: 25lb FT=20% .LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=163/Mechanical, 2=346/0-8-0, 4=85/Mechanical Max Harz 2=323(LC 12) Max Uplift 3=-218(1-C 12), 2=-288(LC 12), 4=-9(LC 12) Max Grav 3=180(LC 17), 2=346(LC 1). 4=126(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 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; VUlt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25fh B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 4 except (It=lb) 3=218, 2=288. © WARNING- Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev. 10/03Q015 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 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUTPI I quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA2231A. Job Truss Truss Type Qty Ply Indian River Lot 9 T11336681 171282A J7B Jack -Open 7 1 Job Reference (optional) Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748 8.03o s Jan 23 2u1 / MI I ex Industries, Inc. Mon Jun 12 09:t3:32 2ui 1 rage i ID:hGYhcr48ilVQauicYTOXOgzDvhb-Ak2VpBgYhdYzFVx_1 NaOiP92P8m8QA9MiGVUosz73vn -1-6-0 7.0-0 1-6-0 7-0-0 i 3x5 = 7-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.08 4-7 >999 360 •FCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.23 4-7 >365 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -MP Wind(LL) 0.19 4-7 >438 240 .LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=163/Mechanical, 2=346/0-8-0, 4=85/Mechanical Max Horz 2=323(LC 12) Max Uplift 3=-218(LC 12), 2=-288(LC 12), 4=-9(LC 12) Max Grav 3=180(LC 17), 2=346(LC 1), 4=126(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:23.0 PLATES GRIP MT20 244/190 Weight: 25 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24fh eave=4ft Cat. li; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=218, 2=288. Q WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 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 stabllity 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, seeANSI/TPI1 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, Hlexandda, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Indian River Lot 9 T11336682 171282A J7T Jack -Open 5 1 Job Reference (optional) Ro-Mac Lumber & Supply Inc., i Leesburg, FL 34748 8.030s tan 23 zui / NB r ek industries, Inc. anon dun is da: ro:oo cv i l raga r I D:hGYhcr48ilVQaul cYTOXOgzDvhb-ewctl XgASwggtfW Bb55dEciGhY419dPVwwE1Zlz73vm 1-6-0 2-8-0 7-0-0 1-6-0 2-8-0 4-4-0 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.12 6 >684 360 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.30 6 >277 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.15 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MR Wind(LL) 0.31 6 >271 240 .LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 -Except' 3-7: 2x4 SP No.3 REACTIONS. (lb/size) 4=153/Mechanical, 2=353/0-8-0, 5=99/Mechanical Max Horz 2=323(LC 12) Max Uplift 4= 188(LC 12), 2=-286(LC 12), 5=-38(LC 12) Max Grav 4=168(LC 17), 2=353(LC 1), 5=122(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:23.0 PLATES GRIP MT20 244/190 Weight: 27 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpl=o.18; MW FRS (directional) and C-C Exterior(2) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 4=188, 2=286. 0 WARNING - Verify design paremeters and READ NOTES ON THIS AND INCLUDED MrTEK REFERAMCE PAGE 111II-7473 rev. 1010312015 BEFORE USE ' Design valid for use only with Ml1ek0 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity, the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Addlflonal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse wllh possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I 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 33610 Job Truss Truss Type Qty Piy Indian River Lot9 T11336683 171282A J56 Jack -Open 5 1 Job Reference (optional) nn47 oi Ro-Mac Lumber & Supply Inc., Leesburg, FL 34148 o.000 b eau co cv i i Mi. .. i.pus . . 0" ..,, ,< .. y , I D:hGYhcr48iiVQau1 cYTOXOgzDvhb-iYU7crpwwJQ6eMMoUg299Bcx?kTDhjwCTclwUPz73vo -1-6-0 5-6-0 1-6-0 5-6-0 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.03 4-7 >999 360 `rCDL - Lumber DOL 1.25 BC 0.31 Vert(TL) -0.08 4-7 >781 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 rVa n/a BCDL 10.0 Code FBC2014lTP12007 Matrix -MP Wind(LL) 0.08 4-7 >779 240 -LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=125/Mechanical, 2=293/0-8-0, 4=65/Mechanical Max Harz 2=270(LC 12) Max Uplift 3= 165(LC 12), 2=-267(LC 12), 4=-4(LC 12) Max Grav 3=139(LC 17), 2=293(LC 1), 4=97(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -Ali forces 250 (lb) or less except when shown. Scale = 1:19.4 PLATES GRIP MT20 244/190 Weight: 20 Ib FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation quide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 5-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(S) 4 except (Jt=lb) 3=165, 2=267. Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-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 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!Te k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII 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 33610 Job Truss Truss Type city Ply Indian River at 9 T11336684 171282A K7 Diagonal Hip Girder 5 1 Job Reference (optional) Ro-Mac Lumber & Supply Inc., Leesburg, I-L 34148 a.aoa s ddn LO ctr r / rva I CN a IU-11—, n 1- -.11.u.. � � �.. � , , _yam I D:hGYhcr48i I VQau 1 cYTOXOgzDvhb-679FEtroD EphVp5N9ocsngET3yUtu?of9a_a5kz73vl -2-1-7 5-2-5 9-10-13 2_1.7 5.2-5 4-8-7 5-2-5 4- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.08 7-10 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(TL) -0.08 6-7 >999 240 -BCLL 0.0 ' Rep Stress Incr NO WB 0.38 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MS LUMBER - ,TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=124/Mechanical, 2=531/0-11-5, 5=326/Mechanical Max Horz 2=323(LC 24) Max Uplift 4=-172(LC 8), 2=-495(LC 8), 5=-217(LC 8) Max Grav 4=124(LC 1), 2=547(LC 28), 5=352(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-937/412 BOT CHORD 2-7=-551/756, 6-7=-551/756 WEBS 3-7=0/289, 3-6= 820/598 Scale=1:23.4 0 m 3x4 = PLATES GRIP MT20 244/190 Weight: 43lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-9-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=172, 2=495, 5=217. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 142 lb down and 66 lb up at 1-5-12, 142 lb down and 66 lb up at 1-5-12, 130 lb down and 84 lb up at 4-3-11, 130 lb down and 84lb up at 4-3-11, and 164 lb down and 169 lb up at 7-1-10, and 164 lb down and 169lb up at 7-1-10 on top chord, and 76 lb down and 40 lb up at 1-5-12, 76 lb down and 40 lb up at 1-5-12, 27 lb down at 4-3-11, 27lb down at 4-3-11, and 43 lb down and 22 lb up at 7-1-10, and 43 lb down and 22 lb up at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=125, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 13=-72(F=-36, B=-36) 15=-7(F=-3, B=-3) 16=-60(F= 30, B=-30) 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and muss systems, seeANSI/TPIi 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 33610 Job Truss Truss Type city Ply Indian River Lot 9 T11336685 171282A K7T Diagonal Hip Girder 1 1 Job Reference (optional) Ro-Mac Lumber & Supply Inc., LeeSDurg, FL 34146 muou s dan zo zu r i rvri i vK muusmes, mu. iviun oun rz ue: iocoo cu i r raye i I D:hGYhcr48il VQaul cYTOXOgzDvhb-aJjeSDsQ_YxY6zgZj W 75KI nc?LI W dThoOEjBdAz73vk -2-1-7 2-3-5 3-9-4 6-8-4 9-10-13 2-1.7 2-3-5 1-5-15 2-11-0 3-2-8 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.16 11 >717 240 `TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.21 11 >560 240 BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(TL) 0.07 8 n/a n/a BCDL 10.0 Code FBC2014[TP12007 Matrix -MS , LUMBER- BRACING - TOP CHORD 2x4 SP M 30 `Except' TOP CHORD 3-7: 2x6 SP DSS BOT CHORD 2x4 SP M 30 `Except` 4-12: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=557/0-11-5, 8=417/Mechanical, 7=56/Mechanical Max Harz 2=317(LC 8) Max Uplift 2=-528(LC 8), 8=-325(LC 8), 7=-90(LC 24) Max Grav 2=566(LC 28), 8=443(LC 28), 7=62(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 1344/452, 3-4=-516/117, 5-6=-1032/693 BOT CHORD 2-12=-556/1066, 4-12=-376/834, 5-10= 825/1031, 9-10= 825/1031 WEBS 3-12=-1210/643, 6-10= 161/299, 6-9=-1129/904 Scale=1:23.0 I� 0 PLATES GRIP MT20 244/190 Weight: 50 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 7-10-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except Qt=lb) 2=528, 8=325. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 142 lb down and 66 lb up at 1-5-12, 142 lb down and 66 lb up at 1-5-12, 126 lb down and 54 lb up at 4-3-11, 128 lb down and 54 lb up at 4-3-11, and 161 lb down and 139 lb up at 7-1-10, and 161 lb down and 139 lb up at 7-1-10 on top chord, and 76 lb down and 40 lb up at 1-5-12, 76 lb down and 40 lb up at 1-5-12, 29 lb down and 30 lb up at 4-3-11, 29 lb down and 30 lb up at 4-3-11, and 51 lb down and 52 lb up at 7-1-10, and 51 lb down and 52 lb up at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-54, 12-13= 20, 11-12=-20, 8-16= 20 0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111-7473 rev. laV312015 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 MOW Is always required for slabliity 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, seeANSI/TPI I 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. Alexandra, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Indian River Lot 9 T11336685 171282A K7T Diagonal Hip Girder 1 1 Job Reference (optional) Ro-Mac Lumber & Supply Inc., LeesDurg, I-L 34/48 o.uou s dan zo zu i / rvu i en muusu reb, mc. rvrun uui i I L ua. I — Lu i / rays c ID:hGYhcr48ilVQaul cYTOXOgzDvhb-aJjeSDsQ_YxY6zgZjW75K1 nc?LIWdThoOEj8dAz73vk LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 17— 9(F=-5, B=-5) 18=-34(F=-17, B=-17) 20= 52(F=-26, B=-26) 22=-89(F= 44, B=-44) 0 WARNING - 11er111y design parameters and READ NOTES ON THIS AND INCLUDED M1rEKREFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MIT06 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, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply Indian River Lot 9 T11336686 171282A K56 Diagonal Hip Girder 2 1 Job Reference o tional Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748 8.030 s uan 23 2017 Iwi Tek Industries, me. Iv1un Jun IG Ve. 1 JAY LV 1, Faye 1 I D:hGYhcr4Bi IVQau 1 cYTOXOgzDvhb-679FEtroDEphVp5N9ocsngEPFySXu4ff9a_a5kz73vl -2-1-7 4-1-10 7-9-5 2-1-7 4-1-10 3-7-12 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 'TCDL 7.0 Lumber DOL 1.25 BC 0.40 BCLL 0.0 Rep Stress Incr NO WB 0.00 BCDL 10.0 Code FBC2014fT P12007 Matrix -MP LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=293/Mechanical, 2=441/0-5-11, 4=142/Mechanical Max Horz 2=271(LC 8) Max Uplift 3= 379(LC 8), 2=-453(LC 8), 4=-45(LC 5) Max Grav 3=298(LC 28), 2=441(LC 1), 4=185(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale=1:19.0 DEFL. in (too) Well Ud PLATES GRIP Vert(LL) 0.26 4-7 >361 240 MT20 244/190 Vert(TL) -0.38 4-7 >243 240 Horz(TL) 0.00 2 n/a n/a Weight: 27lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25fh B=45ft; L=24fh eave=4fh Cat. ll; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Ot=lb) 3=379, 2=453. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 lb down and 32 lb up at 1-5-12, 142 lb down and 66 lb up at 1-5-12, 134lb down and 107lb up at 4-3-11, 130 lb down and 84 lb up at 4-3-11, and 140 lb down and 176 lb up at 7-1-10, and 138 lb down and 163 lb up at 7-1-10 on top chord, and 7 lb down and 15 lb up at 1-5-12, 76 lb down and 40 lb up at 1-5-12, 23lb down and 26 lb up at 4-3-11, and 27lb down at 4-3-11, and 50 lb down and 36 lb up at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3= 54, 4-5= 20 Concentrated Loads (lb) Vert: 9=-2(B) 10=-123(F= 58, B=-64) 11=-7(B) 12=-15(F= 3, B=-12) 13= 45(B) WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev, 10/032015 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, seeANSI/TPII 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 33610 Job Truss Truss Type city Ply Indian River Lot 9 T11336687 171282A T01 Roof Special 6 1 Job Reference (optional) Ho -Mac Lumber 6, z:iUppiy Inc., LeeSDurg, I-L J414r5 U.c oan ..........., ,.,�..........., �., .. ... .. . I D: hGYhcr4Bi I VOau 1 cYTOXOgzDvhb-2VHOfZt31 r3Pk7FIGDeKsFKkzl7vMlfxcuTh9dz73vj 7-10-11 15-4-0 17-10.0 23-11-0 30-0-0 35-8.0 37-2-0 7-10-11 7-5-5 2-6-0 6.1-0 6-1-0 5-8-0 1-6-0 ST1.Sr 3x6 5x5 = annFi—o- Scale=1:65.4 3.00 12 V 3x5 = 15-4-0 ST1.5x8 STP = 6x6 LOADING (psf) TCLL 20.0 •TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014ITP12007 CSI. TC 0.58 BC 0.47 WB 0.99 Matrix -MS DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in (loc) I/defl Ud -0.19 11-12 >999 360 -0.51 11-12 >710 240 0.25 9 n/a n/a 0.29 11-12 >999 240 PLATES GRIP MT20 244/190 Weight: 177lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-13 oc puriins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-3-9 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-11, 4-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=968/0-8-0, 9=2180/0-8-0, 7= 428/0-4-0 Max Harz 1= 430(LC 10) Max Uplift 1= 711(LC 12), 9= 1481(LC 12), 7=-573(LC 17) Max Gray 1=968(LC 1), 9=2180(LC 1), 7=145(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3028/2240, 2-3=-1862/1346, 3-4=-1839/1537, 4-5=-727/840, 5-6=-660/567, 6-7=-1060/1654 BOT CHORD 1-12=-1828/3037, 11-12= 1828/3033, 10-11=-272/1083, 9-10= 1491/1187, 7-9=-1395/1113 WEBS 2-12=0/301, 2-11=-1145/1086, 3-1 1=384/524, 4-11— 1063/1751, 4-10=-914/209, 5-10= 420/567, 6-10= 1293/2001, 6-9= 1708/1339 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=451t; L=36ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 3-6-13, Interior(1) 3-6-13 to 17-10-0, Exterior(2) 17-10-0 to 21-4-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 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 100 lb uplift at joint(s) except (jt=lb) 1=711, 9=1481, 7=573. 0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEKREFERANCE PAGE Ulf-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 building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addiflonal temporary and permanent bracing MiTek Is always required toy stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication, storage, dellvery, erection and bracing of trusses and truss systems, seeANSi/TPI1 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 33610 Job Truss Truss Type City Ply Indian River Lot 9 T11336688 171282A T02 Roof Special 1 1 Job Reference (optional) Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon Jun 12 09:13:37 2017 Page 1 I D:hGYhcr48il VQau 1 cYTOXOgzDvhb-XirOsvuh W gBGMHgygx9ZPSsr19Ri5HY5rYCEi3z73vi 1-6-0, 7-10-11 15-4-0 17-10-0 23-4-0 30-8-0 �1-6-0 7-10-11 7-5-5 2.6-0 5-6-0 7-4-0 Scale=1:65.3 46 11 a.no 3.UU 11 [ ST1.5x8 STP = 46 % 4x6 = 2x4 11 Plate Offsets (X Y)-- j2:0-1-14 Edge], r3:0-3-8 0-3-41 f7:0-2-0 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.26 10-11 >999 360 MT20 244/190 •TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.65 10-11 >563 240 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.34 8 n/a n/a BCDL 10.0 Code FBC2014/TPf2007 Matrix -MS Wind(LL) 0.42 10-11 >877 240 Weight: 174lb FT=20% . LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc puffins, BOT CHORD 2x4 SP M 30 `Except` except end verticals. 12-13: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-4-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-10, 5-10, 5-9, 7-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1212/0-8-0, 8=1127/0-8-0 Max Harz 2=530(LC 11) Max Uplift 2=-962(LC 12), 8=-811(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3571/2817, 3-4= 2536/2088, 4-5=-2524/2337, 5-6=-1699/1664, 6-7=-1690/1366, 7-8=-1078/1007 BOT CHORD 2-11=-2729/3455, 10-11= 2741/3456, 9-1 0=-1 086/1500 WEBS 3-11=0/292, 3-10= 1055/932, 4-10= 384/534, 5-10=-1610/1969, 5-9=-340/448, 6-9=-460/620, 7-9=-1059/1401 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=31ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-0 to 1-6-13, Interior(1) 1-6-13 to 17-10-0, Exterior(2) 17-10-0 to 20-10-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Bearing atjoint(s) 2, 8 considers parallel to grain value using ANSI/TPI 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 100 lb uplift at joint(s) except Qt=lb) 2=962, 8=811. 0 WARNING - Verfry design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE 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 Info 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 fobricatlom storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I 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 33610 Job Truss Truss Type Qty Ply Indian River Lot 9 T11336689 171282A T03 Roof Special 1 1 Job Reference (optional) Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748 a.usu s uan z3 zu i r mu r en mum i res, inc. rvrun our r � vw­.00 <u r l Gaya 1 I D:hGYhcr48i I VQau 1 cYTOXOgzDvhb-?uPm4FuJHTJ7zQO80egoxgPOVZnxgkoE4CyoEVz73vh 1-6-0 7-10-11 15-4-0 17-10-0 23-4-0 30-8-0 1-6-0 7-10-11 7-5.5 7-4-0 Scale = 1:62.4 4x6 11 3.00112- 4x6 = 4x6 % 2x4 II 0-1 LOADING (psf) TCLL 20.0 •TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.84 BC 0.63 WB 0.70 Matrix -MS DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in (loc) I/deft Ud -0.26 10-11 >999 360 -0.65 10-11 >563 240 0.34 8 n/a n/a 0.42 10-11 >877 240 PLATES GRIP MT20 244/190 Weight: 174lb FT=20% LUMBER- BRACING - _ TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purfins, BOT CHORD 2x4 SP M 30 'Except` except end verticals. 12-13: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-4-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-10, 5-10, 5-9, 7-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2=1212/0-8-0, 8=1127/Mechanical Max Horz 2=530(LC 11) Max Uplift 2=-962(LC 12), 8=-811(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3571/2817, 3-4=-2536/2088, 4-5=-2524/2337, 5-6= 1699/1664, 6-7=-1690/1366, 7-8— 1078/1007 BOT CHORD 2-11=-2729/3455, 10-11=-2741/3456, 9-10= 1086/1500 WEBS 3-11=0/292, 3-10=-1055/932, 4-10= 384/534, 5-10=-1610/1969, 5-9— 340/448, 6-9= 460/620, 7-9=-1059/1401 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45fh L=31ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-0 to 1-6-13, Interior(1) 1-6-13 to 17-10-0, Exterior(2) 17-10-0 to 20-10-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=962, 8=811. © WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED Mr!EKREFERANCE 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 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, seeANSi/TPI1 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 33610 Job Truss Truss Type Qty Ply Indian River Lot 9 T11336690 171282A T04 Hip 1 1 Job Reference (optional) Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748 u.usu s .Ian zu zul / Mi Tek mausmes, inc. Mon gun rz va: i3:39 zu r t rage r ID:hGYhcr4BilVQaulcYTOXOgzDvhb-T4z8Hbvx2mR_bazKyMC1 UtxBtz6CZ7NOJshLmyz73vg -1I 6�_ 5-11-10 7-10-11 11-5-13 15-4-0 17.0-0 1 18-8-0 i _ 23-4-0 i 30.8-0 i 1-6-0 5-11-10 1-11-2 3-7-2 3-103 1-6-0 1-6-0 4-8-0 7-4-0 ' 6x6 = 5x5 = a nn 171-9- 2x4 11 5 23 6 24 4x6 = Scale = 1:59.1 4x6 % 2x4 II 17-0-0 7-10-11 15-4-0 15- 12 18-8-0 2&4-0 30-8-0 7-10-11 7-5-5 0- 12 1.8-0 4-ao 7-4-0 1-sa Plate Offsets (X Y)-- f2:0-1-14 Edge) f3:0-3-8 0-3-41 j5:0-4-0 0-2-8) j6.0-2-8 0-2-41 f8:0-2-0 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.26 12-13 >999 360 MT20 244/190 •TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.67 12-13 >550 240 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.35 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.42 12-13 >868 240 Weight: 184 lb FT = 20% .LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc pudins, BOT CHORD 2x4 SP M 30'Except* except end verticals. 14-15: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-2-5 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 8-10, 3-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1212/0-8-0, 9=1127/Mechanical Max Horz 2=513(LC 11) Max Uplift 2= 962(LC 12), 9=-811(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3572/2973, 3-4= 2533/2242, 4-5=-2533/2565, 5-6= 1453/1484, 6-7= 1683/1627, 7-8=-1677/1433, 8-9=-1072/1047 BOT CHORD 2-13= 2891/3451, 12-13=-2904/3451, 11-12=-1336/1701, 10-11=-1275/1481 WEBS 6-11= 547/592, 7-10=-392/496, 8-10=-1117/1384, 3-13=0/299, 3-12=-1057/925, 4-12= 445/702, 5-11= 725/538, 5-12=-1830/1960 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=31it; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-0 to 1-6-13, Interior(1) 1-6-13 to 17-0-0, Exterior(2) 17-0-0 to 18-8-0, Interior(1) 23-0-1 to 30-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 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 gt=lb) 2=962, 9=811. Q WARNING- Verify design parameters end READ NOTES ON THIS AND INCLUDED WEIVREFERANCE PAGE MI1-7473 rev. 10103/2015 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek prevent is always required for stability and to prevent collapse with possible personal Injury and property darnage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 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 33610 Job Truss Truss Type Qty Ply Indian River Lot T11336691 171282A T05 Hip 1 1 Job Reference (optional) Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon Jun 12 09:13:40 2017 Page 1 I D: hGYhcr48i IVQau 1 cYTOXOgzDvhb-xHXXVwwZp4ZrDkYXV3jG 15U POMSFic7XXW RvlOz73vf 1-6-0 7-8-11 15-0-0 20-8-0 23-4.0 26-7-7 30.8-0 1-6-0 7-8-11 7-3-5 57 2-8-0 3-3-7 4-0-9 C0 O 4x6 7-8-11 4x7 = 5x7 = 6.00 12 4 22 23 24 5 2x4 11 30-8-0 Scale = 1:57.7 4x6 = LOADING (psf) TCLL 20.0 •TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.64 BC 0.64 WB 0.77 Matrix -MS DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) In (loc) Well Ud -0.25 11-12 >999 360 -0.6611-12 >552 240 0.34 8 n/a n/a 0.42 11-12 >879 240 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 171 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc purlins, BOT CHORD 2x4 SP M 30'Except' except end verticals. 13-14: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-0-4 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-11 JOINTS 1 Brace at Jt(s): 9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2=1212/0-8-0, 8=1127/Mechanical Max Harz 2=470(LC 11) Max Uplift 2=-962(LC 12), 8=-811(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 3586/3145, 3-4=-2527/2334, 4-5=-2241/2278, 5-6=-1714/1619, 6-7=-1242/1105, 7-8— 1097/1048 BOT CHORD 2-12= 3054/3441, 11-12=-3070/3443, 10-11=-1303/1524, 9-10= 1056/1137 WEBS 3-12=0/297, 3-11=-1087/1015, 4-11=-520/756, 5-11=-915/1098, 6-10= 251/501, 6-9=-651/720, 7-9= 1040/1176 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45111; L=31ft eave=4fh Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-0 to 1-6-13, Interior(1) 1-6-13 to 15-0-0, Exterior(2) 15-0-0 to 25-0-1, Interior(1) 25-0-1 to 30-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 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 100 lb uplift at joint(s) except at=lb) 2=962, 8=811. 0 WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 11411-7473 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 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, dellvery, erection and bracing of trusses and truss systems, seeANSI/TPI1 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 Alexandrla. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply Indian River of 9 T11336692 171282A T06 Hip 1 1 Job Reference (optional) Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748 8.030 s Jan 23 2017 MITek Industries, Inc. Mon Jun 12 09:13:41 2017 Page 1 I D:hGYhcr48i IVQau 1 cYTOXOgzDvhb-PTSviGxBZ0hhqu7j3m EVZI1 aSmpP 101 hm9ASrgz73ve -1-6-0 6-9-4 13-0-0 17-10-0 22-8-0 30-8-0 1-6-0 6-9-4 6-2-12 4-10-0 4-10-0 8-0-0 m 0 5x6 = 6.00 F12 3x4 = 5x7 = 185 19 6 Scale=1:56.3 3x4 ii 2x4 II 3X8 = 4x4 = 3x8 = 3x6 II 6-9-4 13-0-0 22-8-0 _ _ 30-8-0 6-9-4 6-2-12 9.8-0 8-0-0 Plate Offsets (X Y)-- f2'0-2-10 0-1-81 f3:0-3-0 0-3-41 f4:0-3-0 0-2-0) f6:0-4-0 0-2-01 r7:Edge 0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.26 9-11 >999 360 MT20 244/190 • TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.55 9-11 >660 240 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.06 8 ri/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MS Wind(LL) 0.12 11-12 >999 240 Weight: 170lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 *Except' TOP CHORD Structural wood sheathing directly applied or 5-1-3 oc puffins, 6-7: 2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-8-1 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-11, 5-9 7-8: 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1220/0-8-0, 8=1119/Mechanical Max Horz 2=419(LC 11) Max Uplift 2=-967(LC 12), 8=-806(LC 12) Max Grav 2=1226(LC 17), 8=1119(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2002/1689, 3-4=-1535/1413, 4-5=-1312/1384, 5-6=-1031/1166, 6-7=-1251/1114, 7-8=-1056/1048 BOT CHORD 2-12=-1680/1883, 11-12= 1682/1882, 9-11=-1156/1315 WEBS 3-11=-527/588, 4-11=-250/413, 5-9=-455/431, 6-9=-3/299, 7-9=-784/1057 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=31ft; eave=4ft; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) -1-6-0 to 1-6-13, Interior(1) 1-6-13 to 13-0-0, Exterior(2) 13-0-0 to 27-0-1, Interior(1) 27-0-1 to 30-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=967, 8=806. Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• prevent Is always required for stability and 10 prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandda. VA 22314. Job Truss Truss Type city Ply Indian River Lot T11336693 171282A T07 Hip 1 1 Job Reference (optional) Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon Jun 12 09:13:42 2017 Page 1 I D:hGYhcr48i I VQau 1 cYTOXOgzDvhb-tfeHwcxpKhpYS2ivd Ulk6WZj RA7omYnq?pw?NHz73vd 1-6-0 6-10-0 11-0-0 15-8-0 20-2-0 24-8-0 30-8-0 1-6-0 2-8-0 4-2-0 4-2-0 4-8-0 4-6-0 4-6.0 6-0-0 0 O 7x6 = 2x4 11 4 22 23 5 24 3x8 = 5x6 = Scale = 1:55.7 2x4 II 2x4 II 13 12 11 10 9 ST1.5x0 STP = 4x12 = 2x4 11 3x5 = 3x8 = 3x6 II 2x4 11 20-2-0 LOADING (psf) TCLL 20.0 . TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.77 BC 0.68 WB 0.70 Matrix -MS DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) In (loc) I/defl Ud -0.25 15-20 >999 360 -0.66 15-20 >548 240 0.29 9 n/a n/a 0.44 15-20 >829 240 PLATES GRIP MT20 244/190 Weight: 189 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 'Except' TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins, 1-4: 2x6 SP DSS except end verticals. BOT CHORD 2x4 SP M 30'Except' BOT CHORD Rigid ceiling directly applied or 4-5-14 oc bracing. Except: 2-17,5-12: 2x4 SP No.3 10-0-0 oc bracing: 12-14 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer [Installation guide. REACTIONS. (lb/size) 1=1156/0-8-0, 9=1118/Mechanical Max Horz 1=346(LC 11) Max Uplift 1=-799(LC 12), 9=-793(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2— 621/485, 2-3=-2623/2397, 3-4= 2044/1846, 4-5=-1869/1805, 5-6=-1851/1787, 6-7=-961/1075, 7-8=-1151/1056, 8-9= 1064/1037 BOT CHORD 2-15=-2440/2545, 14-15=-1557/1717, 5-14=-272/382, 10-11=-1237/1384 WEBS 3-15=-914/981, 4-15=-432/620, 4-14=-209/317, 11-14=-1178/1347, 6-14=-681/787, 6-11=-321/376, 6-10=-707/582, 7-10=-49/292, 8-10=-831/1016 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=31ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-4-0 to 3-4-13, Interior(1) 3-4-13 to 11-0-0, Exterior(2) 11-0-0 to 29-0-1, Interior(1) 29-0-1 to 30-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 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 Qt=lb) 1=799, 9=793. WARNING • Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. " Design valid for use only with MiTek® connectors. This design Is based only upon parametersshown, 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 fabrlcatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 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 33610 Job Truss Truss Type city Ply Indian River Lot 9 T11336694 171282A T08 Half Hip 1 1 Job Reference (optional) Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748 8.u3u s dan z3 zui / MI i ex industries, Inc. IVlon Jun lz 09A, :42 za I r rage i ID:hGYhcr48ilVQaul cYTOXOgzDvhb-tfeHwcxpKhpYS2ivdUlk6WZjuA46mUFq?pw?NHz73vd 1-6-0 2-8-0 9-0-0 15-8-0 23-0-4 30-8-0 1-6-0 2-8-0 6-4-0 6-8-0 7-4-4 7-7-12 2x4 11 2x4 11 5x10 = ST1.5x8 STP = 2x4 11 Scale = 1:55.7 7x6 = 5x10 MT20HS = 3x4 = 4x6 = 3 2021 4 22 a 23 24 10 2x4 11 4x10 = 3x6 11 LOADING (psf) TCLL 20.0 • TCDL 7.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014ITP12007 CSI. TC 0.81 BC 0.87 WB 0.92 Matrix -MS DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in (loc) I/defl Ud -0.32 12-17 >999 360 -0.75 12-17 >481 240 0.33 7 Na Na 0.59 12-17 >612 240 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 172lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 *Except' TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc puffins, 1-3: 2x6 SP DSS except end verticals. BOT CHORD 2x4 SP M 30 *Except* BOT CHORD Rigid ceiling directly applied or 4-3-0 oc bracing. Except: 2-14,4-9: 2x4 SP No.3 10-0-0 oc bracing: 9-11 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1160/0-8-0, 7=1115/Mechanical Max Harz 1=384(LC 11) Max Uplift 1=-799(LC 12), 7= 874(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=656/433, 2-3=-2239/1852, 3-4=-2414/2107, 4-5=-2366/2061, 5-6=-1451/1345, 6-7= 1044/1006 BOT CHORD 2-12= 2057/2013, 11-12=-2055/2003, 4-11=-375/498 WEBS 3-12= 51/368, 3-11=-373/594, 8-11= 1173/1303, 5-11= 986/1054, 5-8=-929/1023, 6-8=-1439/1662 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=31ft; eave=4fh Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-4-0 to 3-4-13, Interior(1) 3-4-13 to 9-0-0, Exterior(2) 9-0-0 to 13-4-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s)1 considers parallel to grain value using ANSUfPI 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 100 lb uplift at Joint(s) except Qt=lb) 1=799, 7=874. Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1--7473 rev. 1010312015 BEFORE USE. Design valid for use only with MlTek® 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regardIng the fabrication, storage, dellvery, erection and bracing of trusses and truss systems, seeANSI/TPI I 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. Nexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Indian River Lot T11336695 171282-A T09 HALF HIP GIRDER t 2 Job Reference (optional) Ro-Mac Lumber & Supply Inc., Leesburg, FL 3474E 8.030 s Jan 23 2017 MI I ek Industries, Inc. Mon Jun 12 09:13:45 2017 rage 1 I D:hGYhcr48il VQaul cYTOXOgzDvhb-I EKPYe_idcB7JVRU IcJRj8BGNN86zrVGhn8g_bz73va 1-6-0 2-B-0 7-0-0 11-4-0 15-8-0 20-6-4 25-6-4 30-8.0 1-6 r 2-8-0 44 4-4-0 4-4-0 4 O-4 5-0-0 5-1-12 0 0 6.00 12 3x6 11 2 1 f3x6 If 2x4 II 7x8 = ST1.5x8 STP = Scale = 1:55.7 10A 0 MT20HS = 2x4 11 3x4 = 6x8 = 2x4 11 4x5 = 3 23 24 4 25 26 5 27 28 6 29 30 317 32 33 8 - -- 14 16 �n cc 15 za a7 2x4 II 3x8 = i2 38 11 39 40 4110 42 43 9 13 7x10 =2x4 11 4x10 = 4x10 = 3x6 11 2-8-0 , 7-0-0 , 11-4-0 15-8-0 20-6-0 25-6-4 30-8-0 2-8-0 4_ _04-4-0 4-4-0 4-10-4 5-0-0 5-1-12 Plate Offsets (X Y)-- r3:0-8-0 0-2-8) r11:0-3-8 0-2-01 r14:0-3-12 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.63 13 >571 240 MT20 244/190 .TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.72 13 >501 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.89 Horz(TL) 0.33 9 n/a ' n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Weight: 352 lb FT = 20 LUMBER- BRACING - _ TOP CHORD 2x4 SP M 30 `Except` TOP CHORD Structural wood sheathing directly applied or 5-6-2 oc pudins, 1-3: 2x8 SP DSS except end verticals. BOT CHORD 2x4 SP M 30 `Except' BOT CHORD Rigid ceiling directly applied or 5-11-5 oc bracing. Except: 18-19,5-12: 2x4 SP No.3 10-0-0 oc bracing: 12-14 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=2324/0-8-0, 9=2444/Mechanical Max Harz 1=301(LC 7) Max Uplift 1=-1916(LC 8), 9=-2146(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1146/830, 2-3=-5922/4985, 3-4=-7229/6215, 4-5=-7229/6215, 5-6=-7898/6783, 6-7=-3026/2698, 7-8=-3026/2698, 8-9= 2337/2134 BOT CHORD 2-16=-4792/5534, 15-16=-4761/5488, 14-15= 6975/8057, 11-12— 313/343, 10-11=-4196/4783 WEBS 3-16=-543/805, 3-15=-1713/2029, 4-15= 514/655, 5-15— 953/830, 11-14= 4081/4666, 6-14=-3137/3694, 6-11 =-1 238/1280, 6-10=-2155/1830, 7-10_ 594/814, 8-10= 3201/3664 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 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 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=31ft eave=4fh Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Bearing at joint(s) 1 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=1916, 9=2146. I9 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111--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 in= 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent 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, seeANSI/TPI I 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 33610 Job Truss Truss Type Qty Ply Indian River Lot T11336695 171282A Tog HALF HIP GIRDER 1 2 Job Reference (optional) Ro-Mac Lumber & Supply Inc., Leesburg, FL 34/48 a.uju s dan za zu r / rvu r er nruusmes, mu. rwun dun IL Va. I o.va 4v i / rave c I D: hGYhcr48il VQau1 cYTOXOgzDvhb-I EKPYe_idcB7JV RU IcJRj8BGNN86zrVGhn8g_bz73va NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 203 Ib down and 329 Ib up at 7-0-0, 180 Ib down and 204 Ib up at 9-0-12, 180 Ib down and 204 Ib up at 11-0-12, 168 Ib down and 204 Ib up at 13-0-12, 168 Ib down and 204 Ib up at 15-0-12, 172 Ib down and 234 Ib up at 17-0-12, 184 Ib down and 234 Ib up at 19-0-12, 184 Ib down and 234 Ib up at 21-0-12, 184 Ib down and 234 Ib up at 23-0-12, 184 Ib down and 234 Ib up at 25-0-12, and 184 Ib down and 234 Ib up at 27-0-12, and 184 Ib down and 234 Ib up at 29-0-12 on top chord, and 470 Ib down and 411 Ib up at 7-0-0, 82 Ib down and 58 Ib up at 9-0-12, 82 Ib down and 58 Ib up at 11-0-12, 82 Ib down and 58 Ib up at 13-0-12, 82 Ib down and 58 Ib up at 15-0-12, 86 Ib down and 29 Ib up at 16-9-12, 86 Ib down and 29 Ib up at 19-0-12, 86 Ib down and 29 Ib up at 21-0-12, 86 Ib down and 29 Ib up at 23-0-12, 86 Ib down and 29 Ib up at 25-0-12, and 86 Ib down and 29 Ib up at 27-0-12, and 86 ib • down and 29 Ib up at 29-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 .Uniform Loads (pit) Vert: 1-21=-76, 3-21=-54, 3-8= 54, 14-20=-20, 12-13= 20, 9-12=-20 Concentrated Loads (Ib) Vert: 3=99(F) 5= 109(F) 16=-468(F) 14=-65(F) 23=-99(F) 24=-99(F) 25=-99(F) 26=-99(F) 26=-109(F) 29— 109(F) 30= 109(F) 31=-109(F) 32=-109(F) 33— 109(F) 34= 79(F) 35=-79(F) 36=-79(F) 37=-79(F) 38=-65(F) 39=-65(F) 40=-65(F) 41=-65(F) 42=-65(F) 43=-65(F) 0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, dellvery, erection and bracing of trusses and miss systems, seeANSi/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd: Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Job Truss Truss Type Qty Ply Indian River Lot T11336696 171282A T10 Hip 1 1 Job Reference (optional) Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon Jun 12 09:13:46 2017 Page 1 I D:hGYhcr48ilVQau 1 cYTOXOgzDvhb-mQuol_?KOwJ_xfOgsKggGMkTYnXkiHvQwRuDW 2z73vZ 5-11-10 7-10-11 11IT 15-4-0 17.0-0 , 18-8-0 , 22-8-4 27-0-0 5-11-10 1-11-21 3-7-2 3 10-3 1-8-0 1-8-0 4-0-4 4-3-12 m dj ST1 0 3x6 0-1 5x5 = 5x5 = Scale = 1:54.4 11 STP= 12 45 co O N cD (7 O 4 N LOADING (psf) TCLL 20.0 . TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014fTP12007 CS1. TC 0.58 BC 0.50 WB 0.94 Matrix -MS DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in (loc) Well Ud -0.19 10-11 >999 360 -0.51 10-11 >632 240 0.29 12 n/a n/a 0.30 10-11 >999 240 PLATES GRIP MT20 244/190 Weight: 154lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-2 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-3-1 oc bracing. WEBS 1 Row at midpt 6-8, 2-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=994/0-8-0, 12=994/0-8-0 Max Horz 1=556(LC 11) Max Uplift 1=-710(LC 12), 12=-722(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3076/2656, 2-3=-1959/1871, 3-4=-2097/2234, 4-5=-1072/1121, 5-6=-1190/1199, 8-12=-994/865 BOT CHORD 1-11= 2865/3035, 10-1 1=-2873/3030,9-10=-1269/1387, 8-9=-870/936 WEBS 5-9= 310/372, 6-9=-259/472, 6-8=-1250/1234, 2-11=0/313, 2-10— 1098/1053, 4-9= 708/677, 3-10= 452/740, 4-10= 1862/1722 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 17-0-0, Exterior(2) 17-0-0 to 18-8-0, Interior(1) 22-9-10 to 26-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 lost 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) Bearing at joint(s) 1, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except gt=lb) 1=710, 12=722. 0 WARNING- Verify design parameters end READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Mil--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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII Quallty Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety InforrnaHon available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply Indian River Lot 9 T11336697 171282A T11 Hip 1 1 Job Reference (optional) Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748 8.030 s Jan 23 2011 MI I etc industries, Inc. Mon dun iz 09:13:47 tut f rage I ID:hGYhcr48iiVQaulcYTOXOgzDvhb-EdSAzK?y9ERrZpbtQ1LvpZHbOBtuRkgZ85dm2Uz73vY 7-8-11 15-0-0 20-8-0 27-0-0 7-8-11 7-3-5 5-8-0 6-4-0 co STi 0 3x6 7-8-11 46 = 5x5 = 6.00 12 3 16 17 4 Scale = 1:51.4 STP = o_ m car c6 cb o 4 N 10 2x4 27-0-0 LOADING (psf) TCLL 20.0 • TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPl2007 CSI. TC 0.72 BC 0.51 WB 0.90 Matrix -MS DEFL. in Vert(LL) -0.19 Vert(TL) -0.51 Horz(TL) 0.26 Wind(LL) 0.31 (loc) I/defl Ud 8-9 >999 360 8-9 >630 240 10 n/a n/a 8-9 >999 240 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 137lb FT=20% • LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-1 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-1-4 oc bracing. WEBS 1 Row at midpt 2-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=994/0-8-0, 10=994/0-8-0 Max Horz 1=514(LC 11) Max Uplift 1= 710(LC 12), 10= 722(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3101/2807, 2-3=-1960/1949, 3-4= 1775/1918, 4-5=-1109/1046, 6-10= 994/899, 5-6= 944/950 BOT CHORD 1-9=-3006/3016, 8-9=-3019/3013, 7-8=-1063/1114 WEBS 2-9=0/308, 2-8= 1117/1070, 3-8=-359/565, 4-8=-1070/1077, 4-7=-423/588, 5-7=-910/948 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=27ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interlor(1) 3-0-0 to 15-0-0, Exterior(2) 15-0-0 to 24-10-15, Interior(1) 24-10-15 to 26-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 1, 10 considers parallel to grain value using ANSI/TPI 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 (it=lb) 1=710, 10=722. 0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE 111II--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. Addiffonal temporary and permanent bracing Welk' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrtccatlom storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 3)a Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Indian River Lot 9 T11336696 171282A T12 Hip 1 1 Job Reference (optional) Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748 8.030 s Jan 23 2017 MITek Industries, Inc. Mon Jun 12 09.13.48 2011 Page 1 I D:hGYhcr48il VQau 1 cYTOXOgzDvhb-ip0YAgoawXZiAz93zls8LnpndbDbAlTi NI NKbwz73vX 6-9-4 13-0-0 17-10.0 22-8-0 27-0-0 6-9-4 6-2-12 4-10-0 4-10-0 4-4-0 Scale=1:49.0 5x5 = 5x5 = 3x4 = 3 17 18 4 19 5 3x5 = 2x4 11 3x8 = 3x5 = = ST1.5x8 STP = 3x6 11 Plate Offsets (X Y)-- LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 f1:0-0-0 0-0-4) f3:0-2-8 0-2-4) i5.0-2-8 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 0-2-41 CS1. TC 0.67 BC 0.48 WB 0.49 Matrix -MS DEFL. in (loc) I/defl Ud Vert(LL) -0.23 8-10 >999 360 Vert(TL) -0.52 8-10 >615 240 Horz(TL) 0.05 7 n/a n/a Wind(LL) 0.09 10-11 >999 240 PLATES GRIP MT20 244/190 Weight: 155lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-5-7 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-9-3 oc bracing. WEBS 1 Row at midpt 4-8 MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1004/0-8-0, 7=984/0-8-0 Max Horz 1=464(LC11) Max Uplift 1= 719(LC 12), 7= 713(LC 12) Max Grav 1=1016(LC 17), 7=984(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1721/1412, 2-3=-1247/1140, 3-4=-1066/1109, 4-5=-630/738, 5-6=-698/719, 6-7=-976/960 BOT CHORD 1-11= 1626/1630, 10-11=-1626/1630, 8-10= 989/973 WEBS 2-10= 534/602, 3-10— 150/319, 4-1 0=-1 85/312, 4-8= 607/646, 6-6=-726/862 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft L=27ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interlor(1) 3-0-0 to 13-0-0, Exterior(2) 13-0-0 to 26-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0pst. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=719, 7=713. © WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE 111II--7473 rev. 101032015 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW prevent Is always required for stability and to prevent collapse with possible personal Injury and property darnage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 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 33610 Job Truss Truss Type Qty Ply Indian River Lot 9 T11336699 171282A T13 Hip 1 1 Job Reference (optional) Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748 a.uau s dan za zui / lviil ex inausmes, inc. rvwun ,,un i2 09: I o:4o 40I / Faye, r I D:hGYhcr48il VQau 1 cYTOXOgzDvhb-ipOYAgOawXZiAz93zls8LnpnHbGOAJ 1 i NIN Kbwz73vX 5-9-4 11-0-0 17-10-0 24-8-0 27-0-0 55 9-4 5-2-12 6-10-0 6-10-0 2-40 5x5 = 2x4 11 5x5 = 3 18 19 20 4 21 5 ST1.5n Scale: 1/4"=1' 3x4 = 2x4 11 3x4 = 3x4 = 3x8 = 3x4 = 3x6 11 ifrmm$ e LOADING (psf) TCLL 20.0 . TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress incr YES Code FBC20141TPI2007 CSI. TC 0.69 BC 0.30 WB 0.39 Matrix -MS DEFL. in Vert(LL) -0.06 Vert(TL) -0.17 Horz(TL) 0.04 Wind(LL) 0.10 (loc) I/defl Ud 9-11 >999 360 9-11 >999 240 7 n/a n/a 11 >999 240 PLATES GRIP MT20 244/190 Weight: 157lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-7-14 oc bracing. WEBS 1 Row at midpt 3-9, 5-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1002/0-8-0, 7=985/Mechanical Max Harz 1=422(LC11) Max Uplift 1=-717(LC 12), 7= 743(LC 9) Max Grav 1=1018(LC 17), 7=985(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1769/1447, 2-3=-1385/1242, 3-4=-1120/1168, 4-5=-1120/1168, 5-6=-502/534, 6-7— 990/935 BOT CHORD 1-12= 1700/1668, 11-12=-1700/1668, 9-11= 1265/1272, 8-9= 462/459 WEBS 2-11= 444/496, 3-11=-203/410, 4-9_ 427/595, 5-9— 904/961, 5-8=-668/824, 6-8=-823/888 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft L=27ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-0-0, Exterior(2) 11-0-0 to 26-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=717, 7=743. ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll--7473 rev. 1010312015 BEFORE USE. Design valid for use only with MUM) 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 MOW 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, seeANSI/TPI I 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 33610 Job Truss Truss Type city Ply Indian River Lot 9 T11336700 171282-A T14 Half Hip 1 1 Job Reference (optional) Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748 8.030 s Jan 23 2017 Mi I ex industries, inc. lvion Jun 12 va: r 3;49 2017 rage r I D:hGYhcr48i1VQau 1 cYTOXOgzDvhb-A?ZW O? 1 ChriZo7kFXSNNu_M?n?ZtvmgscP6t7Nz73vW 1-6-0 4-9-4 9-0-0 14-10-13 20-9-11 27-0-0 1-6-0 4-9-4 4-2-12 5-10-13 5-10-13 6-2-5 5x5 = 16 5x5 = 17 18 5 3x4 = 6 19 20 Scale: 1/4'=1' 3x4 11 3x5 = 3x8 = 3x4 = 3x4 = 6x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.14 8-9 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.37 8-9 >865 240 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.06 8 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MS Wind(LL) 0.13 9-11 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (lb/size) 8=984/Mechanical, 2=1084/0-8-0 Max Harz 2=413(LC 11) Max Uplift 8=-856(LC 9), 2=-862(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1760/1531, 3-4=-1524/1310, 4-5= 1302/1247, 5-6=-1306/1213 BOT CHORD 2-11= 1838/1599, 9-11=-1497/1449, 8-9— 1086/1036 WEBS 3-11=-284/455, 4-11=-227/424, 5-11= 284/268, 5-9=-263/431, 6-9=-325/518, 6-8_ 1267/1228 -0-0 1-12 PLATES GRIP MT20 244/190 Weight: 141 lb FT = 20% Structural wood sheathing directly applied or 5-6-1 oc pudins, except end verticals. Rigid ceiling directly applied or 5-5-2 oc bracing. 1 Row at midpt 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=27ft; eave=4ft Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 9-0-0, Exterior(2) 9-0-0 to 13-2-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=856, 2=862. Q WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MIrEKREFERANCE PAGE MII--7473 rev. 1010312015 BEFORE USE. ' Destgn valld for use only with MITek® connectors. This design is based only upon parameters shown. and Is for an Individual building component not a buss 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guldonce regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I 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 33610 Job Truss Truss Type Qty Ply River Lot 9 T11336701 171282A T15 Half Hip Girder 1 1 �lndian Job Reference o tional M J 12 09.13.50 2017 Pa e 1 Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748 8.030 s Jan 23 2017 MiTek Industnes, Inc. on un . . g I D:hGYhcr48i I VQau 1 cYTOXOgzDvhb-eC71 bL2rS9gQQGJS59ucQCv3eOsie8d?g3sRfpz73vV 1-6-0 3-9-4 7-0-0 11-10-4 16-1%4 21-10-4 27-0-0 1-6-0 3-9-4 3-2-12 4-10-4 5-0-0 5-0-0 5-1-12 Scale: 1/4"=l' 5x10 MT20HS = 2x4 11 6x8 = 3x5 I I 5x6 = 3 17 18 4 19 20 21 5 22 23 6 2425 26 7 4x6 — 2x4 11 3xl2 = 3x10 MT20HS = 5x12 = 4x6 11 2x4 I I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.39 10-12 >824 240 MT20 244/190 • TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.45 10-12 >712 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(TL) 0.13 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Weight: 143 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc pudins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 `Except` BOT CHORD Rigid ceiling directly applied or 3-10-8 oc bracing. 3-12,5-12,5-9,7-9: 2x4 SP No.2 WEBS 1 Row at midpt 5-9, 7-9 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation quicle. REACTIONS. (lb/size) 8=2105/Mechanical, 2=2048/0-8-0 Max Horz 2=328(LC 7) Max Uplift 8=-1909(LC 5), 2=-1808(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3764/3180, 3-4= 4176/3726, 4-5= 4176/3726, 5-6=-2583/2344, 6-7— 2583/2344, 7-8= 2008/1900 BOT CHORD 2-13=-2940/3282, 12-13=-2932/3262, 10-12=-3579/3931, 9-10= 3579/3931 WEBS 3-13=-194/598, 3-12= 1014/1188, 4-12= 583/742, 5-12=-276/309, 5-10= 3/402, 5-9=-1654/1453, 6-9=-581/807, 7-9— 2818/3122 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=27fh eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=1909, 2=1808. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 249 lb down and 447lb up at 7-0-0, 190 lb down and 234 lb up at 9-0-12, 173 lb down and 234 lb up at 11-0-12, 172 lb down and 234 lb up at 13-0-12, 185 lb down and 234 lb up at 15-0-12, 190 lb down and 234 lb up at 17-0-12, 190 lb down and 234 lb up at 19-0-12, 190 lb down and 234 lb up at 21-0-12, and 190 lb down and 234 lb up at 23-0-12, and 190 lb down and 234 lb up at 25-0-12 on top chord, and 379 lb down and 274 lb up at 7-0-0, 86 lb down and 29 lb up at 9-0-12, 86 lb down and 29 lb up at 11-0-12, 86 lb down and 29 lb up at 13-0-12, 86 lb down and 29 lb up at 15-0-12, 86 lb down and 29 lb up at 17-0-12, 86 lb down and 29 lb up at 19-0-12, 86 lb down and 29 lb up at 21-0-12, and 86 lb down and 29 lb up at 23-0-12, and 86 lb down and 29 lb up at 25-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face or the truss are noted as front tt-j or back (B). 0 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE 11111--7473 rev. 10/032015 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, seeANSI/TPI I 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 33610 Job Truss Truss Type Qty Ply River Lot T11336701 171282A T15 Half Hip Girder 1 1 Jndian ob Reference o Ilona/ Ro-Mac Lumber & Supply Inc., Leesburg, I-L 34148 O. Vou O U., I L0 Lu I ( I II Iu.; a I D:hGYhcr48i I VQaul cYTOXOgzDvhb-60hhph2TDSyH 1 QueftPrzPREOoCxNbt93jb_BFz73vU LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3— 54, 3-7=-54, 8-14= 20 Concentrated Loads (lb) Vert: 13=-362(B) 3=-157(B) 5_ 109(B)10_ 65(B)17— 109(B) 18=-109(B)19=-109(B) 21=-109(B)22=-109(B) 23=-109(B) 24=-109(B) 26=-109(B) 27=-65(B) 28= 65(B) 29_ 65(B) 30= 65(B) 31=-65(B) 32=-65(B) 33=-65(B) 34=-65(B) Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE 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 properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' prevent 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, seeANSI/TPI I Quality Criterla, 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 33610 Job Truss Truss Type Qty Ply Indian River Lot 9 T11336702 171282A T16 Common Girder 1 n G Job Reference (optional) Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748 8.030 s ,Ian zs zui r ivu r eK muusu ies, inc. mun uun r c va. i ­— i r ­aw I D: hGYher48i IVQaut cYTOXOgzDvhb-baF30135_m48faTgCax4W d_SzCVu62Bl I NLXkhz73vT 1-6-0 5.8-4 10-10-0 15-11-12 21-8.0 1-6.0 5-8-4 5-1-12 5-1-12 5-8-4 4x6 II ST1.5x8 STP = 3x12 11 1 0x10 MT20HS = 3x12 I I 4x10 = 4x10 = Offsets LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 . TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2014fTP12007 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.3 `Except` 4-8: 2x4 SP No.2 REACTIONS. (lb/size) 6=5882/0-8-0, 2=4841/0-8-0 Max Horz 2=245(LC 7) Max Uplift 6=-4477(LC 8), 2=-3936(LC 8) 10-1 RE Scale=1:41.9 ST1.5x8 STP = CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.64 Vert(LL) 0.38 8-9 >684 240 MT20 244/190 BC 0.78 Vert(TL) -0.45 8-9 >575 240 MT20HS 187/143 WB 0.76 Horz(TL) 0.11 6 n/a n/a Matrix -MS Weight: 241lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-1-11 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 10689/8529, 3-4= 7938/6282, 4-5=-7960/6290, 5-6=-11522/8809 BOT CHORD 2-9= 7500/9500, 8-9=-7500/9500, 7-8=-7783/10295, 6-7=-7783/10295 WEBS 4-8=-5298/6768, 5-8=-3687/2800, 5-7=-2095/3025, 3-8=-2782/2477, 3-9=-1903/2316 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 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates 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) 6=4477,2=3936. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2424 lb down and 2166 lb up at 7-1-8, 1095 lb down and 894 lb up at 9-0-12, 1098 lb down and 813 lb up at 11-0-12, 1099 lb down and 826 lb up at 13-0-12, 1107 lb down and 831 lb up at 15-0-12, and 1107 lb down and 831 lb up at 17-0-12, and 1107 lb down and 831 lb up at 19-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Q WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MfrEK REFERANCE 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,lhe building designer must vedty the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, dellvery, erection and bracing of trusses and truss systems, seeANSI/TPI1 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 33610 Job Truss Truss Type Qty Ply Indian River Lot 9 T11336702 171282A T16 Common Girder 1 n G Job Reference (optional) Ho -mac Lumber & ,3uppiy Inc., Leesburg, f-L s4I4a o-ou . d611 4o — I . I II I I I .. I I.., III . LL.I I .. i a I D:hGYhcr48i I VQau 1 cYTOXOgzDvhb-baF30135_m48faTgCax4W d_SzCVu62Bl I NLXkhz73vT LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4= 54, 4-6=-54, 2-6=-20 Concentrated Loads (Ib) Vert: 8= 1098(B)14=-2424(B)15= 1095(B)16— 1099(B)17=-1107(B)18=-1107(B) 19=-1107(B) Q WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EKREFERANCE 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 applicablllly of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, dellvery, erection and bracing of trusses and truss systems, seeANSi/TPI I Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandrim VA 22314. Job Truss Truss Type Qty Ply Indian River Lot T11336703 171282A T17 Common 3 1 Job Reference (optional) Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748 8.030 s Jan 23 2017 MITek industries, Inc. Mon Jun 12 09.13.52 2017 Page 1 I D:hGYhcr4BilVQau 1 cYTOXOgzDvhb-baF30135_m48faTgCax4W d_YMCdn69bll N LXkhz73vT 1-6-0 5-8.4 10-10-0 15-11-12 21-8-0 1-6-0 5-8-4 5-1-12 5-1-12 5-8-4 3 Scale=1:39.6 45 = 4x4="-"'- 4x4 = 3x4 = 14-3-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.04 7-9 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.13 7-9 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.08 7-9 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=801/0-8-0, 2=884/0-8-0 Max Horz 2=245(LC 11) Max Uplift 6=-576(LC 12), 2=-725(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1319/1072, 3-4=-1170/1049, 4-5= 1174/1075, 5-6_ 1323/1096 BOT CHORD 2-9=-849/1127, 7-9= 435/759, 6-7=-843/1132 WEBS 4-7=-359/472, 5-7= 305/427; 4-9= 352/466, 3-9= 302/424 PLATES GRIP MT20 244/190 Weight: 99 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-11-15 oc bracing. MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 10-10-0, Exterior(2) 10-10-0 to 13-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=576, 2=725. 0 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE 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 properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web arid/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, dellvery, erection and bracing of trusses and truss systems, seeANSI/TPI I 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 33610 Job Truss Truss Type Qty Ply Indian River Lot9 T11336704 171282A T18 Common 3 1 Job Reference o tional Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon Jun 12 09:13.53 2011 Page 1 ID:hGYhcr4Bi IVQaul cYTOXOgzDvhb-3npRDN4jl4C_Hk21 mISJ2gXj9czl rcvSX145G8z73vS 1-6-0 5-8-4 10-10-0 15-11-12 21.8.0 23-2.0 1-6-0 5.8-4 5-1-12 5-1-72 5-8-4 Scale=1:42.0 4x5 = Iv 0 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 7-4-13 14-3-3 21-8-0 7-4-13 6-10-5 7-4-13 Plate Offsets (X Y)-- 12.0-1-4 Edgel 16.0-2-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.04 8-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.13 8-10 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix -MS Wind(LL) 0.08 8-10 >999 240 Weight:101 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=883/0-8-0, 6=883/0-8-0 Max Horz 2=248(LC 11) Max Uplift 2= 724(LC 12), 6=-724(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1317/1059, 3-4=-1168/1039, 4-5=-1168/1039, 5-6=-1317/1058 BOT CHORD 2-10=-745/1145, 8-10=-379/757, 6-8= 794/1125 WEBS 4-8= 354/467, 5-8=-302/424, 4-10=-354/466, 3-10=-301/424 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 8-3-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4fh Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 10-10-0, Exterior(2) 10-10-0 to 13-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=72416=724. 0 WARNING - Verity destgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 1010312015 BEFORE USE ! Design valid for use only with Mtlek® 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 fabrk:atiorL storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I 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 33610 Job Truss Truss Type Qty Ply Indian River Lot 9 T11336705 171282A T19 Hip Girder 1 1 Job Reference (optional) Ro-Mac Lumber & Supply Inc., Leesburg, FL 34f48 o-ou ..." — i , ­' "�. w ID:hGYhcr48ilVQauicYTOXOgzDvhb-XzNpRj5LW NKruudDK?zYb23pOOGpa3cblhgeoaz73vR 1-6-0 3.9-4 7-0-0 10-10.0 14-8-0 17-10-12 21-8.0 23-2-0 1-6-0 3-9-4 3-2-12 3-10-0 3-10-0 3-2-12 3-9-4 4x4 = Offsets LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 5x5 = 2X4 7-0-0 SPACING- 2-0-0 CSI. Plate Grip DOL 1.25 TC 0.58 Lumber DOL 1.25 BC 0.49 Rep Stress Incr NO WB 0.26 Code FBC2014fFP12007 Matrix -MS REACTIONS. (lb/size) 2=1663/0-8-0, 6=1663/0-8-0 Max Harz 2=171(LC 7) Max Uplift 2=-1472(LC 8), 6— 1472(LC 8) 2x4 11 i<),U,Nd 5x5 = XX4 DEFL. in (loc) I/defl Ud PLATES Vert(LL) 0.19 10 >999 240 MT20 Vert(TL) -0.23 8-10 >999 240 Horz(TL) 0.09 6 n/a n/a Scale=1:40.2 4x4 = GRIP 244/190 Weight: 101 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-3-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2923/2451, 3-4=-2880/2594, 4-5=-2880/2594, 5-6= 2923/2451 BOT CHORD 2-11= 1965/2533, 10-11=-1957/2513, 8-1 0=-1 951/2513, 6-8=-1959/2532 WEBS 3-11=-201/572, 3-10= 489/564, 4-10=-475/620, 5-10=-489/564, 5-8=-201/572 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1472, 6=1472. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 249 lb down and 446 lb up at 7-0-0, 193 lb down and 234 lb up at 9-0-12, 175 lb down and 234 lb up at 10-10-0, and 193 lb down and 234 lb up at 12-7-4, and 249 Ito down and 446 lb up at 14-8-0 on top chord, and 379 to down and 274 Ito up at 7-0-0, 86 Ito down and 29 lb up at 9-0-12, 86 lb down and 29 lb up at 10-10-0, and 86 lb down and 29 lb up at 12-7-4, and 379 lb down and 274 lb up at 14-7-4 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: 1-3=-54, 3-5=-54, 5-7=-54, 12-15=-20 Concentrated Loads (lb) Vert: 5=-157(F) 11=-362(F) 10= 65(F) 3=-157(F) 4=-109(F) 8= 362(F) 18= 109(F) 19=-109(F) 20_ 65(F) 21= 65(F) WARNING- Verfry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MlTek® 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, seeANSI/TPI I 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 33610 Job Truss Truss Type Qty Ply Indian River Lot 9 T11336706 171282A T20 Common Girder 1 1 Job Reference (optional) Ro-Mac Lumber & Supply Inc., Leesburg, l-L 34146 6.uou J d... eJ 4v 1 / 'v 1 en a iuuau roa, ...- m. ....., " -- • , U , I D:hGYhcr48i I VQau 1 cYTOXOgzDvhb-?9xBe35zGhSi W 2CPuj U n7FcvyPUdJMCk_LZBKOz73vQ 1-6-0 4-11-4 9-4-0 13-8-0 1-6-0 4-11-4 4-4-12 4-4-0 4x5 11 4x7 = " ` — ST1.5x8 STP = ST1.5x8 STP = 5x10 MT20HS I I 9-4-0 Scale = 1:32.9 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/TP12007 CSI. TC 0.92 BC 0.97 WB 0.94 Matrix -MS DEFL. in Vert(LL) 0.23 Vert(TL) -0.25 Horz(TL) 0.04 (loc) I/defl Ud 7-8 >702 240 7-8 >639 240 6 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 84 lb FT = 20% LUMBER- BRACING- ' TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-4-14 oc purlins, BOT CHORD 2x6 SP DSS except end verticals. WEBS 2x4 SP No.3 `Except' BOT CHORD Rigid ceiling directly applied or 3-8-5 oc bracing. 5-7: 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=2056/0-8-0, 6=3040/0-8-0 Max Harz 2=327(LC 7) Max Uplift 2=-1833(LC 8), 6=-2567(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4332/3719, 3-4=-2832/2490, 4-5=-2831/2492, 5-6=-2829/2470 BOT CHORD 2-8= 3255/3827, 7-8=-3255/3827 WEBS 3-8=-992/1196, 3-7=-1535/1421, 4-7= 1952/2279, 5-7= 2388/2856 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1833, 6=2567. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2085 lb down and 1929 lb up at 7-0-12, and 964 lb down and 876 lb up at 9-0-12, and 965 lb down and 763 lb up at 11-0-12 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 (pit) Vert: 1-4=-54, 4-5=-54, 2-6= 20 Concentrated Loads (lb) Vert: 7=-964(F) 11=-2085(F) 12=-965(F) Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev, 10103,2015 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSi/TPI I 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 33610 Job Truss Truss Type Qty Ply Indian River Lot 9 T11336707 171282A T21 Common 2 1 Job Reference (optional) Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon Jun 12 09:13:56 2017 Page 1 I D:hGYhcr48i I VQaul cYTOXOgzDvhb-TMVasP6b l?aZBBnbRQ?OgT9FypOp2yZuD?JltTz73vP -1-6-0 4-11-4 9-4-0 13-8-12 18-8-0 1r— 4-11-4 4-4-12 4-4-12 4-11-4 3x4 = 4x4 = ST1.SxB STP = 3x4 = Scale = 1:36.7 6-11-4 13-4-0 18-8-0 6-11-4 6-4-12 5-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.03 9-15 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.07 9-15 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.02 9-15 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=161/0-4-0, 2=565/0-8-0, 7=736/0-8-0 Max Horz 2=215(LC 11) Max Uplift 6=-103(LC 12), 2= 489(LC 12), 7=-549(LC 12) Max Grav 6=178(LC 22), 2=565(LC 1), 7=736(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-671/558, 3-4=-509/481 BOT CHORD 2-9= 406/637, 7-9=-33/288 WEBS 3-9=-273/390, 4-9=-264/380, 4-7= 476/359, 5-7_ 285/408 3x4 = PLATES GRIP MT20 244/190 Weight: 86 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25fh B=45ft; L=24fh eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 9-4-0, Exterior(2) 9-4-0 to 12-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=103, 2=489, 7=549. 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MR'EK REFERANCE PAGE 114111-7473 rev. 10/03P1015 BEFORE USE. " Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUTPI I Quality Criteria, OSB-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 33610 Job Truss Truss Type Qty Ply Indian River Lot 9 T11336708 177282A T22 Hip Girder 1 1 Job Reference o tional Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748 8.030 s dan zs 2011 wn I OK mausuies, uK). rwun Jun re 0e.13:51 401 r rage ID:hGYhcr48ilVQaulcYTOXOgzDvhb-xY2y3k7EoliOILLo?8WFDghP?DMRnNN1 Rf21Pvz73vO 5-6-0 9.4-0 13-2-0 18-8-0 20-2.0 5-6-0 3-10-0 3-10-0 5-6-0 1-6-0 Ib 5x5 = 17 2x4 11 5x5 = Is 19 4 3x4 = ST1.5x8 STP = :ix11 = axo 11 3x4 = 3x6 11 13-2-0 Scale = 1:33.0 m Io LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.06 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(TL) -0.07 7-9 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.51 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Weight: 85lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=65/Mechanical, 10=1583/0-8-0, 5=896/0-8-0 Max Harz 1=-138(LC 23) Max Uplift 1=-303(LC 25), 10=-1431(LC 4), 5= 861(LC 8) Max Grav 1=252(LC 13), 10=1583(LC 1), 5=896(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-265/376, 2-3=-841/893, 3-4=-841/893, 4-5=-1358/1205 BOT CHORD 1 - 1 0=-300/322, 7-9=-935/1140, 5-7=-936/1154 WEBS 2-10= 1435/1436, 2-9= 1162/1302, 3-9= 390/540, 4-9= 379/312, 4-7=-42/389 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45fh L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=303,10=1431,5=861. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 451 lb down and 600 lb up at 5-6-0, 168 lb down and 181 lb up at 7-6-12, 168 to down and 181 lb up at 9-4-0, and 168lb down and 181 lb up at 11-1-4, and 451 lb down and 600 lb up at 13-2-0 on top chord, and 57 lb down and 24 lb up at 7-6-12, 57 lb down and 24 lb up at 9-4-0, and 57 lb down and 24 lb up at 11-1-4, and 193 lb down and 97 lb up at 13-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-54, 2-4=-54, 4-6=-54, 11-14= 20 Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11--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 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 fabrtcatton, storage, delivery, erection and bracing of trusses and truss systems, seeANSUTPI I Quality Cdterla, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Nexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply Indian River Lot T11336708 171282A T22 Hip Girder 1 1 Job Reference o tional Ro-Mac Lumber & Supply Inc., Leesburg, I-L 34/48 a.uou b rich 4o 4u 1 i -I , en w, LiSU16G, i1C.r Gil ID:hGYhcr4BilVQaulcYTOXOgzDvhb-XY2y3k7EoliQILLo?8WFDghP?DMRnNN1 Rf21Pvz73vO LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-288(F) 9=-45(F) 2= 288(F) 3=-71(F) 7=-159(F) 17— 71(F) 18_ 71(F) 20=-45(F) 21— 45(1`) Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1-7473 rev. 101032015 BEFORE USE ' Design valid for use only with Mffek® 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 fabrlcatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/1PI1 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 33610 rrrrn Job Truss Truss Type Qty Ply Indian River Lot T11336709 171282A T23 Common 2 1 Job Reference o tional Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon Jun 12 09:13:58 2017 Page 1 ID:hGYhcr48ilVQauicYTOXOgzDvhb-PkcKH48sZcgHNVw_Zr1 UluEbCdgwWv?BgJosxLz73vN 1-6-0 4-9-4 9-0-0 13-2-12 18.0-0 19-6-0 1-6-0 4-9.4 4-2-12 4-2-12 4-9-4 1-6-0 4x4 = Scale=1:33.7 m Io 3x4 = °Xt$ — 3x4 = 16-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.07 8-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.18 8-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.04 8 >999 240 Weight: 82lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=747/0-3-8, 6=747/0-3-8 Max Horz 2= 211(LC 10) Max Uplift 2= 626(LC 12), 6= 626(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1036/913, 3-4= 782/707, 4-5= 782/707, 5-6=-1036/912 BOT CHORD 2-8=-628/907, 6-8= 681/886 WEBS 4-8_ 299/449, 5-8=-309/432, 3-8=-308/432 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-10-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 9-0-0, Exterior(2) 9-0-0 to 12-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=626, 6=626. 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev. 10/03/2016 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 muss systems, seeANSI/TPI I 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 33610 I 1 r Job Truss Truss Type Qty Ply Indian River Lot T11336710 171282A T24 Hip Girder 1 1 Job Reference (optional) Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748 8.030 s Jan 23 20i r MI I eK Inuusrrres, mu. rviun dun is va: io.ao cv 1 r rage 1 ID:hGYhcr48ilVQauicYTOXOgzDvhb-PkcKH4BsZcgHNVw_Zr1 UluEXbdgZWu6BgJosxLz73vN 1-6-0 3-9-4 7-0-0 11-0-0 14-2-12 18-0-0 19-6.0 1-6-0 3-9-4 3-2-12 4-0-0 3-2-12 3-9-4 Scale =1:34.2 5x5 = 5x5 = 3 16 4 3x5 = Zx4 11 Jx4 — 3x5 = 3-9-4 14-2-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.12 7-9 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.15 7-9 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.05 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Weight: 79lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1353/0-3-8, 5=1353/0-3-8 Max Harz 2=171(LC 24) Max Uplift 2= 1200(LC 8), 5= 1200(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2259/1867, 3-4=-1921/1750, 4-5=-2260/1867 BOT CHORD 2-9=-1455/1953, 7-9= 1446/1932, 5-7=-1450/1942 WEBS 3-9= 215/585, 4-7= 222/586 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-1-6 oc bracing. MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1200, 5=1200. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 251 lb down and 446 lb up at 7-0-0, and 193 lb down and 234 lb up at 9-0-0, and 251 lb down and 446 lb up at 11-0-0 on top chord, and 379 lb down and 274 lb up at 7-0-0, and 86 lb down and 29 lb up at 9-0-0, and 379 lb down and 274 lb up at 10-11-4 on bottom chord. The designtselection 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 (pit) Vert: 1-3_ 54, 3-4= 54, 4-6=-54, 10-13=-20 Concentrated Loads (Ib) Vert: 4=-157(B) 9=-362(B) 7=-362(B) 3=-157(6)16= 109(B) 17=-65(B) 0 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE MR-7473 rev. 10/032015 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 inns 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and buss systems, seeANSI/TPI I 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. Nexandda, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply Indian River Lot 9 T11336711 171282A T25 Monopitch Girder 1 1 Job Reference (optional) Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748 8.030 s Jan 23 2017 MI I ek industries, inc. Mon dun 12 09:13:59 zu 17 rage r I D:hGYher48ilVQau 1 cYTOXOgzDvhb-twAi UQ9UKwy8?fVA7YZj 15mm913YFM uKvzXPTnz73vM 2-11-8 5-8-0 Scale=1:19.8 ST1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.20 Vert(LL) 0.01 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.01 5 >999 240 BOLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix -MP Weight: 32lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins, BOT CHORD 2x6 SP DSS except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=372/0-4-0, 4=338/0-8-0 Max Harz 1=233(LC 5) Max Uplift 1=-342(LC 8), 4=-419(LC 8) Max Grav 1=401(LC 28), 4=457(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-605/558 BOT CHORD 1-5=-529/570, 4-5=-529/570 WEBS 2-5=-365/412, 2-4=-633/637 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ct=lb) 1=342,4=419. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 89 lb down and 71 lb up at 1-1-1, and 163 lb down and 107 lb up at 3-1-1, and 223 lb down and 323 lb up at 3-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) 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 (pit) Vert: 1-3=-54, 1-4=-20 Concentrated Loads (lb) Vert: 5=-163(F) 7=-89(F) 8=-50(F) O WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED mrrEKREFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MilekO connectors. This design Is based only upon parameters shown, and Is for an individual building component not � a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' prevent 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, socANSI/TPI1 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 33610 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-'Vi d' For 4 x 2 orientation, locate plates 0-110 from outside edge of truss. This symbol indicates the required direction of slots in connector plates. ` Plate location details available in MTek 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. 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 W000 Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS 0 of O O n- o M JOINTS ARE.GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS [CC -ES Reports: ESR- 1311, ESR- 1352, ESR 1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 I C i 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 MiTeke All Rights Reserved MITek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 ® 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 stock 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 ANSIAPI 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 comber 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.