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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: 30229 - Stefanick Residence MiTek USA, Inc. Site Information 6904 Parke East Blvd. Tam a, FL 33610-4115 z Customer Info: .Jorrin Costruction Project Name: Stefanick Residence Model: Custorg Loi(/Block: 44 Subdivision: The Sands Address: City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014lTP12007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 170 mph Roof Load: 55.0 psf Floor Load: N/A psf This package includes 47 individual, dated 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# I Truss Name I Date I No. I Seal# Truss Name I Date 11 IT8089610 --CJ1 2/22/016 118 IT8089627 —HJ6 2/22/016 12 I T8089611 I —CAA 12/22/016 119 I T8089628 I --HJ7 12/22/016 1 13 I T8089612 I --CA B 12/22/016 120 I T8089629 I —HRA 12/22/016 1 14 I T8089613 I —CJ3 12/22/016 121 I T8089630 1 —HJ7B 12/22/016 15 I T8089614 I —CJ3A 12/22/016 122 I T8089631 J A01 1 2/22/016 1 16 I T8089615 I ~CM 12/22/016 123 I T8089632 I A02 12/22/016 1 E, JT8089616 I --CJ3C 12/22/016 124 I T8089633 I A03 1 2/22/016 1 �8 !T8089617 I—CJ313 12/22/016125 IT8089634 IA04 12/22/016 19 I T8089618 I —CJ5 12/22/016 126 I T8089635 I A05 12/22/0161 1110 I T8089619 I —CJ5A 12/22/016 127 I T8089636 I A06 12/22/016 J 11 I T8089620 I --CJ5B 12/22/016 128 I T8089637 I A07 1 2/22/016 1 112 I T8089621 I —EJ5 12/22/016 129 I T8089638 I A08 12/22/016 J 113 I TS089622 I —EJ7 12/22/016 130 I T8089639 I A09 12/22/016 114 I T8089623 I —ERB 12/22/016 131 I T8089640 I A10 12/22/016 1 115 I T8089624 I —ERC 12/22/016 132 I T8089641 J A11 12/22/016 116 I T8089625 I --EJ7D 12/22/016 133 I T8089642 I Al2 1 2/22/016 1 117 I T8089626 1 —HJ5 12/22/016 134 1 T8089643 I A13 12/22/016 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: ORegan, Philip My license renewal date for the state of Florida is February 28, 2017. IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building,is the responsibility of the building designer,. not the .Truss Engineer, per ANSI/TPI-1, Chapter 2. `2�. 581 r � r ;I- S F u/ N Phlllp J. O'Regan PE No.58126 MITek USA, Inc. Fl. Cert 6634 6904 Parke East Blvd. Tampa Fl. 33610 Date: February 22,2016 ORegan, Philip 1 of 2 i RE: 30229 - Stefanick Residence Site Information: Customer Info: .Jorrin Costruction Lot/Block: 44 Address: City.: Fort Pierce Project Name: Stefanick Residence Model: Custom Subdivision: The Sands No. I Seal# I Truss Name Date 35 IT8089644 IA14 2/22/016 136 IT8089645 I A15G 12/22/016 1 137 I T8089646 J B01 12/22/016 1 138 I T8089647 I B02 12/22/016 1 139 IT8089648 I B03G 12/22/016 140 I C01 12/22/016 141 I T8089650 I CO2 12/22/016 1 142 IT8089651 I CO3G 12/22/016 1 143 IT8089652 I D01 12/22/016 144 IT8089653 I D02 12/22/016 1 145 IT8089654 I MV2 12/22/016 1 146 IT8089655 I MV4 12/22/016 1 147 IT8089656 I MV6 12/22/016 State: FL 2 of 2 Job Truss Truss Type Qty Ply Stefanick Residence T8089610 30229 —CJ1 Jack -Open 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:23 2016 Page 1 I D:EGivpkve2XWv2oHNOHh2Y7zjxw?-OdBseu7gBHoB_9rw9Ub8AYzxpeAJ W5UnYTp5cuzidRs -2-0-0 2-0-0 ti 19 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 TCDL 15.0 Lumber DOL 1.25 BC 0.15 BCLL 10.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014lrPI2007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=35/Mechanical, 2=32610-8-0, 4=-62/Mechanical Max Horz 2=149(LC 8) Max Uplift 3=-35(LC 1), 2=-443(LC 8), 4=-62(LC 1) Max Grav 3=82(LC 8), 2=332(LC 13), 4=130(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale = 1:9.5 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.00 7 >999 240 MT20 244/190 Vert(TL) 0.00 7 >999 180 Horz(TL) 0.00 4 n/a n/a Weight: 7 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 3, 443 lb uplift at joint 2 and 62 lb uplift at joint 4. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ,``�III/1111111��,, �%% %p J. O qF . �•%Q�`` .- GCE N No 58126 � r 0: I;1 1 A` Philip J. O'Regan PE No.58126 MITek USA, Inc. FL Gent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 22,2016 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCEPAGE M11-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with 147ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Stefanick Residence T8089611 30229 —CJ1A Jack -Open 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:24 2016 Page 1 ID:EGivpkve2XWv2oHNOHh2Y7zixw9-VplEsE8Syaw2cJQ6jC6NjmW6Z1 WYFYkwn7Ze8LzidRr 2-0-0 1-0-0 2-0-0 Scale = 1:9.5 1-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(TL) 0.00 7 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 7 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD 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) 3=-35/Mechanical, 2=326/0-4-0, 4=62/Mechanical Max Horz 2=149(LC 8) Max Uplift 3=-35(LC 1), 2=-443(1_C 8), 4=62(LC 1) Max Grav 3=82(LC 8), 2=332(LC 13). 4=130(LC 8) 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=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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, with BCDL = 10.Opsf. 5) Refer to for truss to truss connections. girder(s) 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 3, 443 lb uplift at joint ♦♦,�.\�'\. • ... • • ��'9,��i 2 and 62 lb uplift at joint 4. "Semi N ♦�♦ Q �.•�\ s'�•.• /Ii �� 7) -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. No 58126 � a ,,,ss��iil� Philip J. O'Regan PE No.58126 MiTWILISA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: . February 22,2016 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,711-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MlTek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not a two system. Before use, the building designer must verity, the applicability of design parameters and properly incorporate this design into the overall r building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M�Tpk� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSI/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 36610 Job Truss Truss Type City Ply Stefanick Residence ' T8089612 30229 —CJ1B Jack -Open 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 i 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:24 2016 Page 1 I D:EGivpkve2XWv2oHNOHh2Y7zjxw?-VpIEsE8Syaw2cJQ6jC6Njm WGY1 YeFYkwn7Ze8LzidRr 1-0-0 01-0 1-0-0 2x4 = Scale = 1:7.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.02 Vert(TL) -0.00 7 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 4 lb FT = 0% LUMBER. BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 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) 3=22/Mechanical, 2=88/0-8-0, 4=14/Mechanical Max Horz 2=64(LC 8) Max Uplift 3=-17(LC 8), 2=-73(LC 8), 4=-2(LC 5) Max Grav 3=29(LC 13), 2=96(LC 13), 4=21(LC 13) FORCES. (lb) :Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOSES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 widewill ,�� fit 5) Refer toegirder(s) forthe otruss to truss onne t ons.ttom chord and any other members, with BCDL = 10.Opsf. Q J 0 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 3, 73 Ib uplift at joint 2 `-.0 .�.\,• •�'� E N • • F�'9,♦♦♦ •• and 2 lb uplift at joint 4. �� Q \ tS' /lj �•••• ♦i 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �� No 58126 ..� ' Philip J. O'Regan PE N,o.58126 MITek'USA,Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 22,2016 ®WARNING - Ver!/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 10/03/2015 BEFORE USE. �— Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSI/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 36610 Job Truss Truss Type Qty Ply Ste Residence k T8089613 30229 —CJ3 Jack -Open 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:25 2016 Page 1 ID:EGivpkve2XWv2oHNOHh2Y7zjxw?-z?lc3a94ju2vDT JGvecFz3HJRr2_?c4?nlBgnzidRq -2-0-0 2-8-0 2-M 2-8-0 Scale = 1:14.6 i 2-2-0 2-8-0 , 2-2-0 Plate Offsets (X,YI— 12:0-4-0.0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.01 8-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.01 12 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 16 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 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) 4=58/Mechanical, 2=329/0-8-0, 5=45/Mechanical Max Horz 2=220(LC 8) Max Uplift 4=25(LC 5), 2=-301(LC 8) Max Grav 4=83(LC 13), 2=360(LC 13), 5=76(LC 13) 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=9.Opsf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.6D plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 4 and 301 lb uplift at joint 2. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. .. No 5812610 Philip J. O'Regan PE.No.58126 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 22,2016 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 1010312015 BEFORE USE. �* Design valid for use only with M7ekO connectors. This design is based only upon parameters shown, and is for an individual building component, not q�• a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 36610 Job Truss Truss Type Qry Ply Stefanick Residence ' T8089614 30229 —CJ3A Jack -Open 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:25 2016 Page 1 ID:EGivpkve2XWv2oHNOHh2Y7zjxw?-z?lc3a94ju2vDT JGvecFz3HJRsm_?_4?nlBgnzidRq -2-M 3-0-0 2-0-0 3-0-0 Scale = 1:14.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.01 4-7 >999 180 BCLL 10.0 Rep Stress incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014rrPI2007 (Matrix-M) Weight: 13 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 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) 3=65/Mechanical, 2=320/0-4-8, 4=19/Mechanical Max Horz 2=220(LC 8) Max Uplift 3=46(LC 8), 2=-306(LC 8) Max Grav 3=85(LC 13), 2=344(LC 13), 4=46(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=9.Opsf; BCDL=6.Opsf; h=15ft; 13=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint 3 and 306 lb uplift at joint 2. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. `�1111111//j� NQ 58126 Philip J. O'Regan PE No.58126 MITek'USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 22,2016 WARNING - Vedty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. R Design valid for use only with 1Vll7ek8 connectors. This design Is based only upon parameters shown, and is for an individual building component, not q, 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* iTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty ResidenceT8089615 [1yTStbefanick 30229 —CJ3B Jack -Open 4 Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 alp 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:26 2016 Pagel I D:EGivpkve2XWv2oHNOHh2Y7zjxw7-RCs_Hw9iUCBmrdZVgd9roBbZcrCWjSDDER21CDzidRp -01i-0 3-0-0 0 6-0 3-0-0 2x4 = 3-0-0 3-0-0 Scale: 1"=l' LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 10.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014rrPI2007 CSI. TC 0.20 BC 0.18 WB 0.00 (Matrix-M) DEFL. in Vert(LL) 0.01 Vert(TL) -0.01 Horz(TL) -0.00 (loc) Udell Ud 4-7 >999 240 4-7 >999 180 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 10 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 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 uide. REACTIONS. (lb/size) 3=86/Mechanical, 2=170/0-8-0, 4=43/Mechanical Max Horz 2=136(LC 8) Max,Uplift 3=82(LC 8), 2=87(LC 8), 4=-5(LC 8) Max Grav 3=106(LC 13), 2=197(LC 13), 4=65(LC 13) 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=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 �1111111/II between5) Refer ogirder(s) forottom chord and any other tru s to truss onnectionsmembers, with BCDL = 10.Opsf. will fit �p 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 lb uplift at joint 3, 87 lbuplift at joint 2 ``%�� •., �j92 ,. •C EN and 5 lb uplift at joint 4. ,�Q�\\� � \ tS' •• ♦i 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �� No 58126 .0 S • ��: • �,�SS� • A`� % fill Philip J. O'Regan PE No.58126 MITek'USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 22,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIAPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312. Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Stefanick Residence T8089616 30229 —CJ3C Jack -Open 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:26 2016 Page 1 I D:EGivpkve2XWv2oHNOHh2Y7zjxw?-RCs_Hw9iUCBmrdZVgd9roBba6rDUjSDDER21CDzidRp 1-0-13 2-8-15 Scale = 1:11.8 3x4 = 3x6 11 2-8-15 2-8-15 Plate Offsets (X,Y)— r2:0-0-0.0-1-41,f2:0-1-8.0-5-01 LOADING (psf) SPACING- 1-114 CS1. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.01 4-7 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC20141TP12007 (Matrix-M) Weight: 11 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-8-15 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 3=69/Mechanical, 2=204/0-8-0, 4=34/Mechanical Max Horz 2=135(LC 8) Max Uplift 3=61(LC 8), 2=146(LC 8), 4=-3(LC 8) Max Grav 3=83(LC 13), 2=219(LC 13), 4=53(LC 13) 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=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 61 lb uplift at joint 3, 146 lb uplift at joint 2 and 3 lb uplift at joint 4. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. No 58126 let lilt Ot, Philip J. O'Regan PE No.56126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 22,2016 WARNING - Verify design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and 6 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 p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing lyliTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 36610 Job Truss Truss Type Qty Ply Stefanick Residence T8089617 30229 —CJ3D Jack -Open 4 1 Job Reference (optional) East Goast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:27 2016 Page 1 I D: EGivpkve2XWv2oHNOHh2Y7zjxw?-vO QMUGAKFVJdTn8h OKg4KO8ltFYCSvTMT5nllgzidRo -0.6-0 2-9-13 0.6-0 2-9-13 LOADING (psf) SPACING- 1-11-4 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 10.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 Scale = 1:11.6 2x4 = CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.16 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 BC 0.15 Vert(TL) -0.01 4-7 >999 180 WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix-M) Weight: 10 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=78/Mechanical, 2=157/0-8-0, 4=39/Mechanical Max Horz 2=125(LC 8) Max Uplift 3=-74(LC 8), 2=-83(LC 8), 4=-5(LC 8) Max Grav 3=96(LC 13), 2=181(LC 13), 4=59(LC 13) 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=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. A; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 lb uplift at joint 3, 83 lb uplift -at joint 2 and 5 lb uplift at joint 4. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ,�l{IIIIIIILI No 58126 Philip J. O'Regan PE N0.58126 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 22,2016 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with tATek® connectors. This design N based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 36610 Job Truss Truss Type City Ply Stefa nick Residence r T8089618 30229 —CJ5 Jack -Open 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:28 2016 Page 1 I D: EGivpkve2X Wv2oHNOHh2Y7zjxw?-Na_lhb By?pRU4xjty2BJtchoxfn4B Mp WilXsH6zidRn 2 d N -2-0-0 2-8-0 4-0-0 5-0-0 2-0-0 2-8-0 1-4-0 1-0-0 2-2-0 , 2-8-0 , 3E-0 1 4-0-0 15-0-0 M vi Scale = 1:19.5 LOADING (psD SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.04 11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.10 11 >604 180 BCLL 10.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 24 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. 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) 5=119/Mechanical, 2=405/0-8-0, 6=99/Mechanical ' Max Horz 2=294(LC 8) Max Uplift 5=73(1_C 8), 2=289(LC 8), 6=18(LC 8) Max Grav 5=159(LC 13), 2=458(LC 13), 6=146(LC 13) 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=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 1111 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, with BCDL = 10.Opsf. ``���� �r,I � Q 0 /� ej 5) Refer to girder(s) for truss to truss connections. �% ��' G E fV �Q � 9��. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift atjoint 5, 289 lb uplift atjoint �4 Q •• •• �•••• 2 and 18 lb uplift at joint 6. ♦♦ 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and '/:" gypsum No 58126 sheetrock be applied directly to the bottom chord. % Philip J-@'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 69M Parke East Blvd. Tampa FL 33610 Date: February 22,2016 AWARNING - Vefify des19n paramerem and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall MiTek' �iTek•• building design. Bracing indicated is to prevent buckling of individual.truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the iVi fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 36610 Job Truss Truss Type Oty Ply Stefanick Residence ' T8089619 30229 —CJ5A Jack -Open 2 1 Job Reference (optional) Last Goast truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:28 2016 Page 1 ID: EGivpkve2XV W2oH N OHh2Y7zjxw?-Na_lhb By?pRU4xjty2BJtchoxfpP BMj Wi IXsH6zidRn _2.0-0 _ 5-0-0 2-0 5-M Scale = 1:19.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.03 4-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.08 4-7 >757 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014rrP12007 (Matrix-S) Weight: 19 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=139/Mechanical, 2=391/0-4-8, 4=54/Mechanical ' Max Horz .2=294(LC 8) Max Uplift 3=-125(LC 8), 2=-298(LC 8) Max Grav 3=173(LC 13), 2=434(LC 13), 4=91(LC 13) 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=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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, with BCDL = I O.Opsf. r,'1111111fill, rI J • 0 5) Refer to girder(s) for truss to truss connections. ,♦� �P ♦ �� • • •' •' • •., 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 3 and 298 Ib uplift at �•♦♦Q� • ,. \ G E N 4�'•��• joint 2. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Yin gypsum No 58126 •� sheetrock be applied directly to the bottom chord. * �• .-0�441` ss;,, 0 Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 22,2016 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mlek0 connectors. This design 6 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 ■.Y building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW 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 trusssystems, see ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Stefanick Residence ' T8089620 30229 —CJ5B Jack -Open 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:29 2016 Page 1 ID:EGivpkve2XWv2oHNOHh2Y7zjxw?-mY7vxCbm7ZLi414VIiYQpl _d27pwpzfwPGPpYzidRm 0-6-0 ' 5-0-0 2x4 = 5-0-0 Scale = 1:17.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.06 4-7 >928 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.10 4-7 >572 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 17 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD 'Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=153/Mechanical, 2=25910-8-0, 4=68/Mechanical Max Horz 2=209(LC 8) Max Uplift 3=-148(LC 8), 2=-111(LC 8), 4=3(1_C 8) Max Grav 3=187(LC 13), 2=305(LC 13), 4=104(LC 13) 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=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 148 lb uplift at joint 3, 111 lb uplift at joint 2 and 3 lb uplift at joint 4. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and%" gypsum sheetrock be applied directly to the bottom chord. %��%%% �p GE `� �. F•'•• �i • No 58126 441 '0 S p•• C?��� Philip J. O'Regan PE N9.58126 MiTek USA, Inc. FL Cert6634 69D4 Parke East Blvd. Tampa FL 33610 Date: February 22,2016 WARNING - Vanity design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek@ connectors. This design is based only upon parameters shown, and Is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �i�Y■■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the A fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 36610 Job Truss Truss Type City Ply7job fanick Residence c T8089621 30229 —EJ5 Jack -Open 2 Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:29 2016 Page 1 I D: EG ivpkve2XWv2oH N O H h2Y7zjxw?-mY7vxCbm7ZLi4141/IiYQpD?v283wpzfwP G PpYzidRm 0-6-0 . 5-0-0 Scale = 1:17.0 2x4 = LOADING (psf) SPACING- 1-11-4 CSI. DEFL, in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.06 4-7 >958 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.10 4-7 >591 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014frP12007 (Matrix-S) Weight: 17 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=148/Mechanical, 2=251/0-8-0, 4=65/Mechanical Max Horz 2=203(LC 8) Max Uplift 3=143(1_C 8). 2=-107(LC 8), 4=-3(LC 8) Max Grav 3=181(LC 13), 2=295(LC 13), 4=101(LC 13) 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=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive 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, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 143 lb uplift at joint 3, 107 lb uplift at joint 2 and 3 lb uplift at joint 4. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''%" gypsum - sheetrock be applied directly to the bottom chord. Philip J. O'Regan PE No.58126 MfTek'UK Inc. FL Cert 6634 6904 Padre East Blvd. Tampa FL 33610 Date: February 22,2016 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only vAih Mfrek® 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. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/iPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Stefanick Residence ' T8089622 30229 —EJ7 Jack -Open 11 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:30 2016 Page 1 I D: EGivpkve2XV W2o H N OHh2Y7zjxw?-Jz6V6H DDXQh B KEtG3TDnyOm8 H S NyfGDp930yL?zid RI -2-0-0 7-0-0 2-0-0 7-0-0 LOADING (psf) SPACING- 2(.120 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 15 TC 0.66 Vert(LL) 0.13 4-7 >633 240 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.33 4-7 >253 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=211/Mechanical, 2=472/0-8-0, 4=81/Mechanical Max Horz 2=367(LC 8) Max Uplift 3=196(LC 8), 2=-309(LC 8) Max Grav 3=260(LC 13), 2=534(LC 13), 4=131(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES - Scale: 1/2"=1' PLATES GRIP MT20 244/190 Weight: 26 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 rd between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 196 lb uplift at joint 3 and 309 lb uplift at joint 2. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and''/" gypsum sheetrock be applied directly to the bottom chord. Philip J. O'Regan PE No.58126 MITek WA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 22,2016 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. *R Design valid for use only with NlITek9 connectors. This design k 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 ■■■��.YYY■■ building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIT Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Stefanick Residence T8089623 30229 -EJ78 Jack -Open Supported Gable 1 1 Job Reference (optional) Last toast I cuss, Ft. Fierce, FL 34948 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:30 2016 Page 1 I D:EGivpkve2XWv2oHNOHh2Y7zjxv/?-Jz6V6HDDXQhBKEtG3TDnyOm8ESaUfGMp93OyL?zidRI i -2-0-0 7-0-0 2-0-0 7-0-0 2x4 II Scale=1:25.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.02 1 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.03 1 n/r 120 BCLL 10.0 Rep Stress Incr YES WB 0.06 Horz(TL) -0.00 6 n/a n/a BCDL 10.0 Code FBC2014fTP12007 (Matrix) Weight: 36 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 7-0-0. " (lb) - Max Horz 2=359(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 6, 8 except 2=-294(LC 8), 7=-165(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 6, 7 except 2=312(LC 1), 8=275(LC 13) FARCES. (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=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIrrPI 1. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8 except Qt=lb) 2=294, 7=165. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ,,1i/II1111I! ♦%%.% N o 5 812 � r "-0 •a i�0: :/� Philip J. O'Regan PE No.58126 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: February 22,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114II.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, see ANSI/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 36610 Job Truss Truss Type Qty Ply Stefanick Residence T8089624 30229 -EJ7C Jack -Open 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:31 2016 Page 1 I D: EGivpkve2XV W2oHNOHh2Y7zjxw7-n9gtKd Drl kp2xOS SdAIOVEJ16sj rOi9yOil Wu RzidRk -2-0-0 2-8-0 4-0-0 7-M 2-0-0 2-8-0 11-0 3-0-0 1x4 2-2-0 ,2-8-0, 3-6-0 ,4-0-0, 7-0-0 15 Scale = 1:25.9 2-2-0 0-6-00-10-0 0-6-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.22 10 >387 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.37 10 >226 180 BCLL 10.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.16 7 n/a n/a BCDL 10.0 Code FBC2014rrP12007 (Matrix-S) Weight: 33 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied. 4-7: 2x4 SP No.2 ek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 installedduring truss erection, in accordance with Stabilizer �ba tallation guide. REACTIONS. (lb/size) 6=112/Mechanical, 2=483/0-8-0, 7=189/Mechanical Max Horz 2=367(LC 8) - Max Uplift 6-12(LC 8), 2=-302(LC 8), 7=164(LC 8) Max Grav 6=170(LC 13), 2=554(LC 13), 7=237(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WV.BS 9-11=-42/265 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except Qt=lb) 2=302,7=164. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. �r��r.rrri�ir `� E N No 58126 411 s,rr N Afill� '� %%%� Philip J. O'Regan PE No.58126 MrrekUSA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 22,2016 AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTekt7 connectors. This design is based only upon parameters shown, and B for an individual building component, not a truss system. Before use, the building designer must verify the applicability of destgn parameters and properly incorporate this design into the overall r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/iPl1 Quality Cdteda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Stefanick Residence ` T8089625 30229 —EJ7D Jack -Open 5 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 3x4 = 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:32 2016 Page 1 ID:EGivpkve2XWv2oHNOHh2Y7zW.-GLEFXzET32xvZYlfBtGF1 RrSxG8z7Ai6cMV3QtzidRj 7-0-0 7-0-0 Scale = 1:22.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES • GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.21 4-7 >394 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.36 4-7 >232 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 23 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3=220/Mechanical, 2=348/0-8-0, 4=91/Mechanical Max Horz 2=283(LC 8) Max Uplift 3=213(LC 8), 2=-135(LC 8) Max Grav 3=268(LC 13), 2=413(LC 13), 4=141(LC 13) 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=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=213, 2=135. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''%" gypsum sheetrock be applied directly to the bottom chord. \\i11111/III No 58126 • • iZ Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 22,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPIT Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Stefanick Residence ' T8089626 30229 -HJ5 Diagonal Hip Girder 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:32 2016 Page 1 ID:EGivpkve2XWv2oHNOHh2Y7zW-GLEFX7ET32xvZYlfBtGF1 RrYJGEK7Ai6cMV3QtzidRj 1-0 15 4-0-10 1-0-15 4-0-10 Scale=1:14.3 3x4 = 3x6 II LOADING (psf) SPACING- 1-11-4 CSI. DEFL. in (loc) War Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.03 4-7 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(TL) -0.04 4-7 >999 180 BCLL 10.0 Rep Stress Incr NO WB, 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014rrP12007 (Matrix-M) Weight: 16 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 3=112/Mechanical, 2=262/0-8-1, 4=65/Mechanical Max Horz 2=171(LC 21) Max Uplift 3=-104(LC 8), 2=-173(LC 8), 4=-31(LC 8) Max Grav 3=154(LC 26), 2=289(LC 25), 4=97(LC 25) 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=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=104,2=173. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss, 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 148 lb down and 123 lb up at 2-11-1, and 220 lb down and 120 lb up at 3-1-1 on top chord, and 21 lb down and 22 lb up at 2-11-1, and 11 lb down and 19 lb up at 3-1-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=68, 4-5=-19 Concentrated Loads (lb) Vert: 9=18(F=-11, B=-8) J. 0'/3 , -lie xF . *G E N s No 58126 ''• % C) • `V�� Philip J. O'Regan PE No.56126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 22,2016 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. '-'�• Design valid for use only with MiTeke 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 L-••����CI building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVl iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Cdteda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Stefanick Residence " T8089627 30229 —HJ6 Diagonal Hip Girder 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:33 2016 Page 1 ID:EGivpkve2XWv2oHNOHh2Y7zW.-kYnelJF5gL3mBicrkbnUafOdUgXdscyFrOEdyJzidRI 0-7-0 ' 3-0-12 2-8-15 2x4 = Scale=1:17.8 i 05-11 5-9-11 OS-11 54-0 LOADING (psf) SPACING- 1-11-4 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.08 4-9 >846 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.12 4-9 >555 180 BCLL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.02 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 19 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-11 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (lb/size) 3=159/Mechanical, 2=326/0-8-4, 4=73/Mechanical Max Horz 2=202(LC 21) Max Uplift 3=151(LC 8). 2=-170(LC 8), 4=16(LC 8) Max Grav 3=184(LC 25), 2=379(LC 25), 4=115(LC 26) 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=9.Opsf; BCDL=6.Opsf; h=15ft; 13=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) `\\\\ �!/��� ��j� 3=151, 2=170. 7) "Semi -rigid including heels" Member end fixity model was used in the analysis and design of this truss. ,��� Q 1 O'R F(� 41 pitchbreaks load(s) 170 lb down 130 lb `� ��,� ,,Q��•-* G•E IV s' 92 ��� 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated and up at •; 3-4-15, and 256 lb down and 135 lb up at 3-7-0 on top chord, and 16 lb down and 22 lb up at 3-4-15, and 10 lb down and 19 lb up00 at 3-7-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. No 58126 •� 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 Lumber Increase=1.25, Plate Increase=1.25 — (balanced): Uniform Loads (plf) i 13 441 Z. Vert: 1-3=68, 4-5=-19 . 0 4147 Concentrated Loads (Ib) �i� •• P;� Vert: 11=-18(F=-10, B=-8) Q N���� fit Philip J. O'Regan PE N0.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 22,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and k 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. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSI/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 36610 Job Truss Truss Type Qty Ply Stefanick Residence ' ` T8089628 30229 —HJ7 Diagonal Hip Girder 1 1 Jab Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:34 2016 Page 1 ID:EGivpkve2XWv2oHNOHh2Y7zjxw?-CkLOyfGjbfBdos8Iliii7sxuU3gMbtnO4g AUmzidRh -2-9-15 3.7-12 1-12 5 :1 7-0-9 9-9-8 9-1 1 2-9-15 3.7-12 0-6-0 1-4-10 1-6-3 2-8.15 0- -9 4x4 11 &8-0 2-11-12 , 3-7-12 A-1-12 S&6 L 9 9-10-1 2-11-12 0-M '0-S-12� 1-0-10 1: 3 2-9-8 Scale = 1:25.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.19 15 >613 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.31 15 >370 180 BCLL 10.0 Rep Stress Incr NO WB 0.80 Horz(TL) 0.10 9 n/a n/a BCDL 10.0 Code FBC2014rrP12007 (Matrix-M) Weight: 54 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP 286OF 1.8E TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc purlins, BOT CHORD 2x4 SP 285OF 1.8E 'Except* except end verticals. 2-15: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing: 2-16. 9-3-0 oc bracing: 13-14 MiTek recommends that Stabilizers and required cross bracing " be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=473/Mechanical, 2=55410-10-15, 6=7 1 /Mechanical Max Harz 2=304(LC 21) Max Uplift 9=197(LC 5), 2=-619(LC 8), 6=76(LC 24) Max Grav 9=731(LC 30), 2=988(LC 28), 6=74(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-18=-1940/315, 3-4=-2751/529, 4-5=-1845/457 BOT CHORD 2-16=-418/1764, 3-14=703/2504, 13-14=-703/2504, 4-11=-870/159, 10-11=-538/1689, 9-10=-538/1689 WEBS 5-9=-1854/552, 14-16=-257/1226, 5-1 0=-1 99/920, 3-16=-2073/491, 4-13=-357/220, 11-13=-748/2671 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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; with BCDL = 10.Opsf. 5) Refer to giMer(s) for truss to truss connections: 6) Provide metal plate or equivalent at bearing(s) 6 to support reaction shown. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except Qt=lb) 9=197, 2=619. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 174 lb down and 134 lb up at 1-3-15, 174 lb down and 134 lb up at 1-3-15, 137 lb down and 60 lb up at 4-1-14, 137 lb down and 60 lb up at 4-1-14, and 189 lb down and 127 lb up at 6-11-13, and 189 lb down and 127 lb up at 6-11-13 on top chord, and 120 lb down and 89 lb up at 1-3-15, 120 lb down and 89 lb up at 1-3.15, 52 lb down at 4-1-14, 52 lb down at 4-1-14, and 83 lb down and 46 lb up at 6-11-13, and 83 lb down and 46 lb up at 6-11-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11). In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ,III/fill//�� No 58126 ,,�ss�/itll Philip J. O'Regan PE N,o.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 22,2016 A WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7477 rev. 1010312015 BEFORE USE. ' Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIT Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Stefanick Residence ` T8089628 30229 —HJ7 Diagonal Hip Girder 1. 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:34 2016 Page 2 ID:EGivpkve2XWv2oHNOHh2Y7zW-CkLOyfGjbfBdosB1111j7sxuU3gMbtnO4g AUmzidRh LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=70, 6-7=-30, 15-17=-20, 12-14=-20, 8-11=20 Concentrated Loads (lb) Vert: 5=47(F=-24, B=-24) 1 0=1 41 (F=-70, B=70) 20=112(F=56, B=56) 22=100(F=50, B=50) 23=33(F=16. 13=16) r ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MrekO 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!Tek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 36610 Job Truss Truss Type Qty Ply Stefanick Residence T8089629 30229 -HJ7A Diagonal Hip Girder 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:35 2016 Page 1 I D:EGivpkve2XWv2oHNOHh2Y7zjxvP-gwvO9?GLMzJUQ?IEsOpyf4TOGTBFKPrYJKjj1 CzidRg 5-1-9 9-10-1 0-8.8 5-1-9 4-8-7 Scale = 1:23.6 3x4 II 4 5 2x4 = 1x4 II 3x6 =6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.05 8-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.08 8-11 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.49 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 45 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 2=555/0-10-15, 7=592/Mechanical Max Horz 2=328(LC 7) Max Uplift 2=357(LC 8), 7=-392(LC 5) Max Grav 2=687(LC 26), 7=728(LC 25) FQRCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1303/569, 3-4=-253/160 BOT CHORD 2-8=636/1107, 7-8=636/1107 WEBS 3-8=-28/299, 3-7=1116/632 Structural wood sheathing directly applied or 4-11-13 oc purlins, except end verticals. Rigid ceiling directly applied or 7-4-1 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=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=357, 7=392. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 115 lb down and 37 lb up at 1-3-15, 115 lb down and 3716 up at 1-3-15, 155 lb down and 120 lb up at 4-1-14, 155 lb down and 1201b up at 4-1-14, and 214 lb down and 204 lb up at 6-11-13, and 214 lb down and 204 lb up at 6-11-13 on top chord, and 6 lb down and 8 lb up at 1-3-15, 6 lb down and 8 lb up at 1-3-15, 24 lb down and 25 lb up at 4-1-14, 24 lb down and 25 lb up at 4-1-14, and 48 lb down and 32 lb up at 6-11-13, and 48 lb down and 32 lb up at 6-11-13 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 ♦�♦�` �P J. O'&���i�I No 58126 �-0 1J I Z C? ♦, Philip J. O'Regan PE No.58126 MITek'USA, Inc. FL Cert 6634 69114 Parke East Blvd, Tampa FL 33610 Date: February 22,2016 WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall MiTek' building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ,tl'iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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. Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Stefanick Residence ' T8089629 30229 —HJ7A Diagonal Hip Girder 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:35 2016 Page 2 I D:EGivpkve2XWv2oHNOHh2Y7zjxw?-gwvO97GLMzJUQ?IEsOpyf4TOGTBFKPrYJKjj1 CzidRg LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-70, 4-5=-30, 6-9=-20 Concentrated Loads (lb) Vert: 14=-108(F=-54, B=-54) 15=-7(F=-4, B=4) 16=-29(F=-15, B=-15) 17=-78(F=-39, B=-38) A WARNING - Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. �* Design valid for use only with IvLTekO connectors. This design k 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 ■•Y■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Stefanick Residence T8089630 30229 —HJ7B Diagonal Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:36 2016 2-9-15 1 4-8-9 1 5-1-4 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL ' 10.0 Rep Stress Incr NO BCDL 10.0 Code FBC2014/TPI2007 CSI. DEFL. in (too) I/deft Ud TC 0.43 Vert(LL) -0.12 8-11 >958 240 BC 0.34 Vert(TL) -0.10 8-11 >999 180 WB 0.59 Horz(TL) 0.02 7 n/a n/a (Matrix-M) LUMBER- BRACING - TOP CHORD 2x4 SP 285OF 1.8E TOP CHORD BOT CHORD 2x4 SP 285OF 1.8E WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 2=509/0-6-0, 7=284/Mechanical, 4=197/Mechanical Max Harz 2=357(LC 7) Max Uplift 2=642(1_C 8), 7=-99(LC 5), 4=173(LC 5) Max Grav 2=927(LC 28), 7=501(LC 30), 4=204(LC 28) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1410/328 BOT CHORD 2-8=-461/1171, 7-8=-459/1179 WEBS 3-8=0/320, 3-7=1175/393 Scale = 1:25.3 4x4 PLATES GRIP MT20 244/190 Weight: 49 lb FT = 0% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. 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=9.Opsf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide metal plate or equivalent at bearing(s) 4 to support reaction shown. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except Qt=lb) 2=642, 4=173. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis'and design of this truss. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 174 lb down and 134 lb up at 1-3-15, 174 lb down and 134 lb up at 1-3-15, 142 lb down and 79 lb up at 4-1-14, 142 lb down and 79 lb up at 4-1-14, and 205 lb down and 177 lb up at 6-11-13, and 205 lb down and 177 lb up at 6-11-13 on top chord, and 120 lb down and 89 lb up at 1-3-15, 120 lb down and 89 lb up at 1-3-15, 38 lb down and 2 lb up at 4-1-14, 38 lb down and 2 lb up at 4-1-14, and 45 lb down at 6-11-13, and 45 lb down at 6-11-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 111111111/I.I ' No 58126 �.� i Q 0. P �% 0�% Philip J. O'Regan PE ND.58126 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 22,2016 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. ! Design valid for use only with HLTeke connectors. This design is based only upon parameters shown, and is for an individual building component, not p` a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 36610 Job Truss Truss Type Qty Ply Stefanick Residence ' T8069630 30229 -HJ7B Diagonal Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:36 2016 Page 2 I D: EGivpkve2XWv2oHNOHh2Y7zjxw?-87Tm N KHJGRL29 KQQj KBC HO D QfZR3 gXhX_THZezidRf LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=70, 4-5=-30, 6-9=20 Concentrated Loads (Ib) Vert: 12=112(F=56, B=56) 14=-81(F=-40, B=40) 15=100(F=50, B=50) 16=4(F=2, B=2) 17=52(F=-26, B=-26) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MTeM connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPll Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Stefanick Residence ' T8089631 30229 A01 Common 14 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:37 2016 Page 1 ID:EGivpkve2XWv2oHNOHh2Y7zjxw?-W 18aglcuaZCfJvczRrQkVZMwHr9oGnrmeCg55zidRe -211 7-0-5 13.6-3 20-0-0 26-5-13 , 32-11-11 , 40-0-0 42-M 2-0-0 7-0-5 6-5-13 6 5-13 65-13 6-5-13 7-0-5 2-0-0 M 91 Scale = 1:70.5 6.00 12 5x5 = 3x6 = 5x8 = 5x8 M18SHS = 5x8 = 3x6 10-3.4 20-M 29-8-12 40-0-0 10 3�3 9 8-12 9-e-12 10-3-4 Plate Offsets (X Y)— I2:0-2-12 0-1-81 F3:0-2-8 0-3-01 19:0-2-8 0-3-01 110:0-2-12 0-1-81 F12:0-4-0,0-3-01 f13:0-40 0-3-41 f14:0-4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.44 13-14 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.89 13-14 >538 180 M18SHS 244/190 BCLL 10.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.18 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 210 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP 285OF 1.8E BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-13, 8-13, 4-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,•in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1940/0-8-0, 10=1940/0-8-0 Max Harz 2=-618(LC 6) Max Uplift 2=-1058(LC 8), 10=-1058(LC 8) Max Grav 2=2369(LC 13), 10=2369(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3968/1625, 3-4=-3663/1564, 4-6=-2492/1259, 6-8=2492/1259; 8-9=-3665/1564, 9-10=-3971/1625 BOT CHORD 2-14=-1179/3878, 13-14=-791/3128, 12-13=-791/2763, 10-12=1179/3418 WEBS 6-13=-770/1743, 8-13=1136/612, 8-12=-219/892, 9-12=512/430, 4-13=1135/612, 4-14=-219/890,3-14=-511/430 NOTES- 1) Unbalanced roof live loads have been considered for this design. I'll 1III//III 0 TCDL=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=40ft; Cat. `��\p 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; eave=5ft; ��\�' .,• G E N •�\ SF'•• II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber ,�� Q DOL=1.60 plate grip DOL=1.60 i 3) All plates are MT20 plates unless otherwise indicated. 4) The solid section of the plate is required to be placed over the splice line at joint(s) 14, 12. No 5812.6 i * �• •� 5) Plate(s) at joint(s) 5, 6, 7, 2, 13, 8, 9, 4, 3 and 10 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) at joint(s) 14 and 12 checked for a plus or minus 3 degree rotation about its center. -0 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, with BCDL = 10.Opsf. P'`• 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) \ % , 10) design thata minimum" structural wood sheathing be applied directly to the top chord and ''%" gypsum truss requires be applied ectt sheett'',,I�S�/ bottom chord. If1t1111 Philip J. O'Regan PE.No.58126 MITek'WA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 22,2016 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with M7ek0 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 IPk° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 36610 Job Truss Truss Type Qty Ply Stefanick Residence ' T8089632 30229 A02 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:38 2016 Page 1 I D:EGivpkve2XWv2oHN OHh2Y7zjxw?-4VbXoOJEfuh3HTUoX8NfHi5Xph57Xji_?IyNdXzidRd 2-0-0 6-9-11 13-0-13 19-4-0 20-8-Q 26-11-3 33-2-5 2-0-0 6-9-11 6 3 3 6-3-3 1 4 0 6 3 3 6 3-3 6-9-11 Ann 5x5 = 5x5 = 6 7 Scale = 1:72.8 2Ig 3x6 = 5x8 M18SHS = 5x14 M18SHS = 6x6 = US = 9-11� 19.4-0 20.8-0 30-0-12 40-0-0 9-11-4 9�-12 1 '9�-12 9-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.50 14-15 >964 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -1.01 14-15 >474 180 M18SHS 244/190 BCLL 10.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.19 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-S) Weight: 222 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 'Except` BOT CHORD Rigid ceiling directly applied. 13-14,14-15: 2x4 SP 285OF 1.8E WEBS 1 Row at midpt 5-14, 8-14 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) 2=194010-8-0, 11 =1 940/0-8-0 Max Horz 2=-600(LC 6) Max Uplift 2=-1058(LC 8), 11=-1058(LC 8) Max Grav 2=2366(LC 13), 11=2365(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3980/1628, 3-5=-3664/1553, 5-6=2441/1232, 6-7=-2187/1226, 7-8=2515/1272, 8-1 0=-3642/1557, 10-11 =-3959/1632 BOT CHORD 2-15=-1185/3877, 14-15=-817/3164, 13-14=816/2781, 11-13=1188/3410 WEBS 3-15=-495/415, 5-15=-185/869, 5-14=-1167/609, 7-14=-368/1004, 8-14=-1105/601, 8-13=-195/821, 10-13=499/414, 6-14=-352/978 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=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (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) The solid section of the plate is required to be placed over the splice line at joint(s) 13. 6) Plate(s) at joints) 4, 6, 7, 9, 2, 15, 3, 5, 14, 8, 10 and 11 checked for a plus or minus 0 degree rotation about its center. 7) Plate(s) at joint(s) 13 checked for a plus or minus 2 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1058,11=1058. 11) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the tap chord and %" gypsum sheetrock be applied directly to the bottom chord. `I►1,/1111//II No 58126 + 3 .. Irlill ili t0o`� Philip J. O'Regan PE No.58126 MTek'USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 22,2016 WARNING - Vedly design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with IvLTekO 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* always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPll Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Stefanick Residence r � T8089633 30229 A03 Hip 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:39 2016 Page 1 ID:EGivpkve2XWv2oHNOHh2Y7zjxw?-Yi9v?MKsQBpwvd3?5suupwei84UfGE W8DyhxAzzidRc 2-0-0 61-11 11-8-13 17-4-0 22-8-0 28-3-3 33-105 40-0-0 42-0-0 2-0-0 6-1-11 5-7-3 5-7-3 5-4-0 5-7-0 5-7-3 6_ _11 2-0-0 5x5 = 5x8 = 6.00 12 Scale = 1:72.8 M 2I'+ 0 4x6 = 3x8 = 4x6 = 3x4 = 5x6 WB = 3x4 = 3x6 = 3x6 = 3x4 = 8-11� i 174-0 22-8-0 31-0-12 40-0-0 8-11-4 8-0-12 5 4-D 8-0-12 8-11 4 Plate Offsets (X Y)— I6:0-2-8 0-2-41 17.0-6-0 0-2-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.37 13-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.81 13-15 >594 180 BCLL 10.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.20 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-S) Weight: 227 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-17, 7-17, 8-15 OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (Ib/size) 2=1940/0-8-0, 11=1940/0-8-0 Max Horz 2=544(LC 7) Max Uplift 2=-1058(LC 8), 11=1058(LC 8) Max Grav 2=2370(LC 13), 11=2375(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4046/1642, 3-5=-3773/1581, 5-6=2739/1340, 6-7=-2417/1279, 7-8=2750/1340, 8-10=-3786/1581,10-11=-4059/1642 BOT CHORD 2-19=-1210/3902, 17-19=-890/3290, 15-17=-528/2502, 13-15=890/2893, 11-13=-1210/3506 WEBS 3-19=-428/363, 5-19=-162/739, 5-17=-989/527, 6-17=302/896, 7-17=-316/319, 7-15=-303/1031, 8-15=990/527, 8-13=-162/741, 10-13=-429/363 NOTES- `,,�►1111111/I��I ,. • • •'' �i 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. �� \�' . •'• • Q�,•�\ G E N (3-second gust) Lumber ,�� II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. NO 58126 * �• •; 4) The solid section of the plate is required to be placed over the splice line at joint(s) 4, 9. 5) Plate(s) at joint(s) 4 and 9 checked for a plus or minus 5 degree rotation about its center. : -0 6) Plate(s) atjoint(s) 6, 7, 2, 18, 19, 3, 5, 17, 15, 8, 13, 10, 14, 11 and 16 checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord We load nonconcurrent with any otherlive loads. �53 %• �� ' . 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, with BCDL = 10.Opsf. connection(by plate csllb atioint(s) exceptt �4* 0 P'•• \� �� c0 1hottte �ss;11 N A� E�% tr1058 0) This truss requresthataminmumof 7/16sutural wood be applied directly to htop chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Philip J. O'Regan PE No.58126 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 22,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPll Quality Cdteda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Ste Residence T8089634 30229 A04 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:40 2016 Page 1 I D:EGivpkve2XWv2oHNOHh2Y7zjxw?-1 uiHDiKUBVxnWneBfZP7M7BpeUoRZMHScRUiPzidRb 15-4-0 13-0-0 4 11-0-0 24-8-0 32-N12 4- :0 42-0-0 2-0-0 734 5-8-12 -0-0 1-4-0 2-8-0 6-6-0 7-4-12 7-11-4 2h0 Scale = 1:74.1 5x5 = 6.00 12 IL 2x4 II 5x8 = -- 6x8 = - 5x8 = 17 2x4 I I '- - - 7x8 = 4x6 — 2x4 I 3x6 — 3x6 —_ 5x8 = 2x4 II 15-4-0 7.3-4 8-8-8 13-0-0 18-Oa 1 24-8-0 32-0-12 40-0-0 7.3-4 1-5-4 4-38 .0-01.4-0 2-3-0 -0-0 74-12 7-114 Plate Offsets (X,Y)— 16:0-2-8,0-2-41, 18:0-6-0,0-2-81, i9:0-3-0,Edgel, 118:0-2-12.0-3-41, i19:0-2-8.0-2-121, i22:0-3-8.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.36 17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.77 18-19 >624 180 BCLL 10.0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.27 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 246 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 18-19: 2x4 SP No.1, 7-16: 2x4 SP No.3 10-0-0 oc bracing: 16-18 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 10-15 19-22: 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=1965/0-8-0, 11=1958/0-8-0 Max Horz 2=-488(LC 6) Max Uplift 2=1043(LC 8), 11=1048(LC 8) • Max Grav 2=2342(LC 13), 11=2313(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3916/1529, 3-5=-3828/1559, 5-6=-3857/1716, 6-7=-3062/1435, 7-8=-3049/1435, 8-1 0=-2925/1342, 10-11 =-3828/1540 BOT CHORD 2-22=-1084/3724, 18-19=-697/3122, 7-18=-358/256, 13-15=1085/3276, 11-13=1085/3276 WEBS 19-22=-1081/3682, 15-18=-576/2534, 8-18=-213/1078, 8-15=-68/302, 10-15=1031/526, {{11111/1 10-13=0/293, 6 18=134/575, 6 19=557/1425, 5-19=389/313, 3-22= 420/275 \p J. 0 NOTES- ,,,,` �� ���'� G E N �� �'9 ♦♦i 1) Unbalanced roof live loads have been considered for this design. Q :� •�\ �'�'.� 2 ♦._ 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber ♦ No 5 812 •� DOL=1.60 plate grip DOL=1.60 * �' 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 3 : S : fit between the bottom BCDL �Zu • will chord and any other members, with = 10.Opsf. ♦♦ e'•• 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) O8 \��� ♦ 8) This truss design that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. ,61I/11111 {{{{,` Philip J. O'Regan PE.No.58126 MTek'USA, Inc. FL Cert 6634 6904 Parke East.Bivd. Tampa FL 33610 Date: February 22,2016 WARNING - Verify design pammefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev, 1010312015 BEFORE USE. Design valid for use only with MiTeW 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 ITS building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 36610 Job Truss Truss Type Qty Ply Stefanick Residence c T8089635 30229 A05 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:41 2016 I D:EGivpkve2XWv2oHNOHh2Y7zjxw?-V4GfQ2L6yp3e8wDNCGwMvLj?Gu7OkOxQhGB2E: 2-0-0 6 11-0 13 4-0 1 0 18-0-0 22 4-0 26-8-0 33-0-12 40-0-0 2-0-0 6.11-0 6 4-12 0-8 4-0-0 4-4-0 4 4-0 6-4-12 6-11-4 5x8 = 2x4 II = 6.00 12 3x4 5x5 = 4 5 6 7 15 3X6 _ 6X8 = 2x4 II 3x4 = 5x12 4x62x4 II 3-4-0 1 -0 18-0-0 -0- 26-8-0 33-0- 40-0-0 6-11-4 1-9-4 4-7-8 0-8 4-0-0 -0- 7-8-0 6-4-12 6-11-4 3X6 = Scale = 1:74.1 OI,+ R 0 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 10.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014lrP12007 CSI. TC 0.74 BC 0.93 WB 0.90 (Matrix-S) DEFL. in (loc) I/deft Lid Vert(LL) 0.41 15 >999 240 Vert(TL) -0.76 16-17 >634 180 Horz(TL) 0.28 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 243 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 5-14: 2x4 SP No.3 10-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 6-13 13-16,17-20: 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=1959/0-8-0, 9=1954/0-8-0 Max Horz 2=432(LC 7) Max Uplift 2=1047(1_C 8), 9=1049(1_C 8) Max Grav 2=2281(LC 13), 9=2273(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3849/1560, 3-4=-3600/1547, 4-5=3456/1623, 5-6=3425/1614, 6-7=-2709/1350, 7-8=3058/1402,8-9=-3819/1572 BOT CHORD 2-20=-1124/3632, 16-17=-879/3367, 5-16=-343/255, 13-14=-61/272, 11-13=-1134/3286, 9-11 =-I 135/3283 WEBS 4-16=-197/697, 13-16=-881/2954, 6-16=-156/789,6-13=-1068/358, 7-13=-307/967, 8-13=-865/446, 4-17=-207/885, 17-20=-1106/3588, 3-17=-317/267, 3-20=-319/270 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=9.Opsf; BCDL=6.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. [I; Exp D; Encl., GCpi=0.18; MWFRS (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 pond ing. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 [bad 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 = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=1047, 9=1049. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''%" gypsum sheetrock be applied directly to the bottom chord. �• Q�` • .... E N S �92%• No 58126 411 �. Nam,, siLf Philip J. O'Regan P.E.No.58126 MTek'USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 22,2016 ®WARNING -Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with M1ek0 connectors. This design Is based only upon parameters shown, and Is for on individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPil Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Stefanick Residence ` T8089636 30229 A06 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:42 2016 2-0.0 ' 5.11-4 5.4.12 ' 1-8-0 ' 5.0-0 7-0.0 13-8-0 5x5 = 4x6 = 2x4 II 3x6 = 3x4 = 5x5 = 4 30 5 6 7 8 31 329 __ 18 3x6 _ 5x8 3x4 = 2x4 II 6x8 = 5x6 VVB = 3x4 = 5x8 = 3x6 = Scale = 1:72.8 d 31v 0 5- -4 -0-0 1-8-8 1 -0 13-0-0 1 -0- 8-0-0 9-0- 25-0-0 8-8.0 34• -1 D-0-0 5-11-0 -0-1 1-8-8 2-7-8 1-8-0 -0-0 4-0-0 -0-0 6-0-0 3-8-0 5-0-12 5-11-4 Plate Offsets (X Y)— 14:0-2-80-2-41 19:0-2-8,0-2-41,f19:0-2-0.0-3-41,120:0-5-8.0-3-41 122:0-0-8.0-1-81,123:0-2-6.0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.48 18 >995 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -1.02 14-16 >473 180 BCLL 10.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.28 12 n/a n/a BCDL 10.0 Code FBC2014lrP12007 (Matrix-S) Weight: 243 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 'Except* BOT CHORD Rigid ceiling directly applied. Except: 5-22,6-17: 2x4 SP No.3 10-0-0 oc bracing: 20-22, 17-19 WEBS 2x4 SP No.3 *Except* MiTek recommends that Stabilizers and required cross bracing 20-23,16-19: 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation guide, REACTIONS. (lb/size) 2=196810-8-0, 12=1958/0-8-0 Max Harz 2=375(LC 6) Max Uplift 2=-1040(LC 8), 12=-1048(LC 8) Max Grav 2=2310(LC 13), 12=2326(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3913/1582, 3-4=-3797/1649, 4-5=-3822/1643, 5-6=-4320/1893, 6-8= 4284/1884, 8-9=3401/1552, 9-11=-412011779, 11-12=-4060/1553 BOT CHORD 2-23=-1162/3659, 5-20=-697/355, 19-20=1133/4013, 6-19=-452/360, 14-16=-861/2828, 12-14=113513504 WEBS 20-23=-890/3333, 4-20=-472/1543, 5-19=-288/824,16-19=-942/3285, 8-19=-417/1296, 8-16=-1107/512, 9-16=-303/1072, 11-14=458/407, 4-23=287/58, 9-14=-399/1024, %%%J11111111.j 3-23=-420/361 �\0\QQ"A��I,�,' NOTES- ,,Q�••�r, G E N *-. & 1) Unbalanced roof live loads have been considered for this design. �. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. No 5812E • •� 11; Exp D; Encl., GCpi=0.18; MWFRS (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) The solid section of the plate is required to be placed over the splice line at joint(s) 7, 15, 5) Plate(s) at joint(s) 4, 9, 10, 2, 22, 5; 19, 6, 17, 23, 20, 8, 16, 11, 14, 12 and 3 checked for a plus or minus 0 degree rotation about its 53 - center. �i� �• Q:� 6) Plate(s) at joint(s) 7 checked for a plus or minus 5 degree rotation about its center. ����� 7) Plate(s) at joint(s) 15 checked for a plus or minus 3 degree rotation about its center. This been designed bottom live load live loads. SIS� 8) truss has for a 10.0 psf chord nonconcurrent with any other • �� 9) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 011=1b) Philip J. O'Regan PE No,58126 2=1040, 12=1048. MlTlik'USA, Inc. FL Cert 6634 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and gypsum 6904 Parke East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date: February 22,2016 ®WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with Wei& connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/1PI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Stefanick Residence T8089637 30229 A07 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:43 2016 Page 1 I D: EGivpkve2X Wv2oHN OHh2Y7zjxw?-RTO QrkN NTQKLN E NmKhyq_moNwio4Cxkj8ag8JkzidRY i -2-0.0 411-4 9-4-0 13-0-0 16.0-0 23-0-0 28-0-0 29-40, 34-0-12 40.0.0 i 42-0.0 i 2-0-D 4.11-4 4-4-12 3-8-0 5-0.0 5-0-0 5-0.0 1-4-0 5-0-12 5-7-4 Scale = 1:76.6 5x6 I I 6.00 12 5x5 = 3x4 II 7x8 -_ 5x5 = 3x4 = 10 3x6 5x8 = 2x4 II 18 4x6 = 6x12 = 4x6 3x4 = 3x6 = = 5xl4 M18SHS = 6-8-4 8-5-8 9 13-0-0 1 0. 1&0.0 1 -0- 26-0.0 34.4-12 40-0-0 6-8-4 2-04 0-7- 3-8-0 -0. 4-o-0 -0-0 9-0-0 E-4-12 5-7-4 Plate Offsets (X Y)- 12:0-2-12.0-1-81 13:0-2-8 0-3-01. 14:0-2-8.0-2-41, 17:0-2-4 Edgel, 111:0-2-8,0-3-01 116:0-5-8.0-2-81, 117:0-0-0,0-2-01 119:0-6-0,Edgel LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.67 18 >716 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -1.15 19-20 >416 180 M18SHS 244/190 BCLL 10.0 ' Rep Stress Incr YES WB 0.88 Horz(TL) 0.35 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 240 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 2-21,19-20: 2x4 SP No.1 10-0-0 oc bracing: 20-22, 17-19 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 16-19, 8-16 20-23,16-19,10-16: 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2=1968/0-8-0, 12=1958/0-8-0 Max Horz 2=356(LC 7) Max Uplift 2=1040(LC 8), 12=1049(LC 8) • Max Grav 2=2269(LC 13), 12=2249(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3787/1619, 3-4=-3499/1510, 4-5=-4672/2000, 5-6=-4744/2030, 6-8=-5209/2274, 8-9=3589/1631, 9-10=-4069/1879, 10-11=-3853/1755, 11-12=3828/1568 BOT CHORD 2-23=-1203/3537, 5-20=-345/277, 19-20=-1859/5462, 16-17=-132/549, 14-16=-902/2836, 12-14=115713301 WEBS 20-23=-863/3207,4-20=-831/2219,6-20=-878/332,16-19=-1503/4065,8-19=-267/1071, 8-16=-1501/641, 9-16=1784/906, 11-14=-372/346, 10-16=-1134/2768, 10-14=349/729, 4-23=-393/141, 3-23=-355/305 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=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (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. 5y Plates checked for a plus or minus 0 degree rotation about its center. 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, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1040,12=1049. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and'/" gypsum sheetrock be applied directly to the bottom chord. �,<r,uunrrrr ,���� �P J. 0 .. No 5812610 *; :* N A; %14� Philip J. O'Regan PE No.56126 M176k USA, Inc. FL Gen 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 22,2016 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with luTekD 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 HH building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/71`11 Quality Criteria, DSB-B9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Stefanick Residence r T8089638 30229 A08 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:44 2016 Page 1 I D:EG ivpkve2X Wv2o H N O Hh2Y7zjxw7-vfyo24 N 7 EkSC70xyuPT3 WzLVz5A6xMYtNEP irBzidRX 2-0-0 7 4 0 13 0-0 18-M 26-0-0 29�-0 34 4-1240-0-0 42-0-0 2-0-0 7-4-0� 5-8-0 5-0-0 8-0-0 3 41 5-0-12 5-7-4 r2-0-0 6x6 = 5x8 = .. 5x12 = a 3x6 —_ 5x6 = 3x4 = 3x4 = 6x8 = 3x4 = 5x10 M18SHS = -0-0 13-0-0 -0- 8-0-0 -D- 26-0-0 3 4 - 0-0-0 7-0-0 5.8-0 -0 4-0-0 -0- 7-0-0 6-8-12 1-8-0 5-7-4 3x6 = Scale=1:75.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL., in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 1.02 17 >472 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -1.78 17 >270 180 M18SHS 244/190 BCLL 10.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.41 11 n/a n/a BCDL 10.0 Code FBC2014rrP12007 (Matrix-S) Weight: 224 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied. 3-5: 2x4 SP No.1, 5-7: 2x4 SP 285OF 1.8E BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.1 'Except' ID-0-0 oc bracing: 19-21, 16-18 4-21,6-16: 2x4 SP No.2, 18-19: 2x4 SP 285OF 1.8E WEBS 1 Row at midpt 15-18, 7-15, 8-15 WEBS 2x4 SP No.3 *Except* MiTek recommends that Stabilizers and required cross bracing 19-22,3-19,15-18,8-15: 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer CrHERS 2x4 SP No.3 Installation guide. REACTIONS. (Ib/size) 2=1970/0-8-0, 11=1956/0-8-0 Max Horz 2=-356(LC 6) Max Uplift 2=1043(LC 8), 11=1045(1_C 8) Max Grav 2=2270(LC 13), 11=2279(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3639/1476, 3-4=-6354/2602, 4-6=-7313/3032, 6-7=7176/3002, 7-8=5577/2457, 8-1 0=-3947/1726, 10-11 =-3911/1525 BOT CHORD 2-22=-1024/3361, 21-22=-143/364, 4-19=776/477, 18-19=-2265/6664, 6-18=487/391, 15-16=201/549, 13-15=887/2903, 11-13=-1116/3369 WEBS 3-22=-401/264, 19-22=887/3035, 3-19=1341/3539, 4-18=-419/1048, 15-18=1539/4460, 7-18=-963/2565, 7-15=3683/1697, 8-15=1617/3966, B-13=-329/862, 10-13=-376/356 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=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (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) The solid section of the plate is required to be placed over the splice I•ne at joint(s) 9, 14. 6) Plate(s) at joint(s) 3, 5, 7, 8, 2, 21, 4, 18, 6, 16, 22, 19, 15, 13, 11 and 10 checked for a plus or minus 0 degree rotation about its center. 7) Plate(s) at joint(s) 9 checked for a plus or minus 5 degree rotation about its center. 8) Plate(s) at joint(s) 14 checked for a plus or minus 3 degree rotation about its center. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) ' 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 = I0.0psf. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1043, 11=1045. 12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''%" gypsum sheetrock be applied directly to the bottom chord. No 58126 r � 'O ' 11111111{{` , Philip J. 0 Regan PE No.58126 MITek:USA, Inc. FL ¢ert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 22,2016 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 36610 Job Truss Truss Type City Ply Stefanick Residence ' r T8089639 30229 A09 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:45 2016 Page 1 ID:EGivpkve2XWv2oHNOHh2Y7zjxw?-NsWAGPOd?l a3dYW9R6?I3Buk8vXCgv70cu9FNdzidRW -2-M 6-85 12-10-3 19-M 21-0-0 27-1-13 33J-11 40-0-0 42-0-0 2-0-0 6-8-5 6-1-13 6-1-13 2-0-0 6-1-13 6-1-13 6-8-5 5x5 = 6.00 12 5x5 = Scale = 1:73.5 5x8 Ml8SHS = 4x6 = 5x12 = 4x6 = 3x4 = 3x6 = 3x6 = 9-9-4 i 19-0-0 21-0-0 30-2-12 40-0-0 9-9-4 9-2-12 2-0-0 9-2-12 9-94 Plate Offsets KY)— 16:0-2-8 0-2-41 17:0-2-8 0-2-41 it1:0-2-12 0-1-81 117:0-4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.51 15-17 >947 240 MT20 244/190 TCDL 15.0 LumberDOL 1.25 BC 0.81 Vert(TL) -1.0415-17 >463 180 M18SHS 244/190 BCLL 10.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.19 11 n/a n/a BCDL 10.0 Code FBC2014rrP12007 (Matrix-S) Weight: 222 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP 285OF 1.8E 'Except' 11-14: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1940/0-8-0, 11=1940/0-8-0 Max Harz 2=591(LC 6) Max Uplift 2=1058(LC 8), 11=1058(LC 8) Max Grav 2=2364(LC 13), 11=2363(LC 14) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-15. 8-15 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=-3988/1632, 3-5=-3665/1548, 5-6=2424/1222, 6-7=2220/1232, 7-8=-2526/1275, 8-10=-3662/1565,10-11=-3968/1634 BOT CHORD 2-17=-1191/3879, 15-17=-829/3184, 13-15=-830/2787, 11-13=-1192/3419 WEBS 3-17=-489/410, 5-17=-169/855, 5-15=-1183/605, 7-15=-356/967, 8-1 5=-1 089/595, 8-13=-1931808, 10-13=486/404, 6-15=-337/935 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=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18: MWFRS (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) Plates checked for a plus or minus 0 degree rotation about its center. 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, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1058,11=1058. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''%" gypsum sheetrock be applied directly to the bottom chord. \�,�P J 1`. �pENS No 58126 ' 4U s� t�lllllll/� Philip J. O'Regan PE No.58126 MITek'USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 22,2016 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MTeke 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. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Ste Residence T8089640 30229 A10 Hip 1 1 Job Reference (optional) East Coast Truss, Ft Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:46 2016 Page 1 ID:EGivpkve2XWv2oHNOHh2Y7zjxw?-r24YTIPFmLiwEi5L?q WXcOQvSvtrPPg9gYupw3zidRV 2-0-0 6-05 11 6 3 17 0-0 , 23-0-0 285 13 33-11-11 40 0 42-0-0 2-0-0 6-05 5-5-13 5-5-13 6-0-0 5-5-13 5-5-13 6-0-5 ' 2-0-0 3x6 = 5x5 = 6.00 12 5x8 = 46 — 3x8 = 3x6 — 3x4 = 5x6 WB = 3x4 = 3x4 = Scale = 1:72.8 3x6 = rr d cb n 2IJ 8-9-4 17-0-0 23-0-0 31-2-12 40-0-0 8-9.4 8-2-12 6-0-0 8-2-12 8-9-0 Plate Offsets (X.Y)— 16:0-2-8.0-2-41 17:0-6-0.0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.35 13-15 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.77 13-15 >622 180 BCLL 10.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.20 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 225 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-17, 7-17, 8-15 OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer nsta ation uide REACTIONS. (Ib/size) 2=1940/0-8-0, 11 =1 940/0-8-0 Max Horz 2=535(LC 7) Max Uplift 2=1058(LC 8), 11=1058(1_C 8) Max Grav 2=2370(LC 13), 11=2376(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4053/1644, 3-5=-3787/1585, 5-6=2782/1351, 6-7=2459/1288, 7-8=-2796/1351, 8-10=-3802/1585, 10-11 =-4069/1644. BOTCHORD 2-19=-1215/3903, 17-19=-902/3308, 15-17=550/2531, 13-15=902/2920, 11-13=1214/3517 WEBS 3-19=-418/356,5-19=-159/717, 5-17=-960/512,6-17=-289/885, 7-17=-315/317, 7-15=-289/1028, 8-15=961/512, 8-13=159/718, 10-13=419/356 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=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (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) The solid section of the plate is required to be placed over the splice line at joint(s) 4, 9. 5) Plate(s) at joint(s) 4 and 9 checked for a plus or minus 5 degree rotation about its center. 6) Plate(s) at joint(s) 6, 7, 2, 18, 19, 3, 5, 17, 15, 8, 13, 10, 14, 11 and 16 checked for a plus or minus 0 degree rotation about its center. 7) This truss has beerf 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, with BCDL = 10.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1058,11=1058. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. ♦♦♦♦� �p J. O'qF �.t `Q�Z\\ ` GE N S �'9if40 No 5812.6 '', r i i��ssll, N A� E�♦♦ Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 22,2016 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. R Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall ■•Y■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 36610 Job Truss Truss Type Qty Ply Ste Residence ` T8089641 30229 All Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:47 2016 Page 1 ID:EGivpkve2XWv2oHNOHh2Y7zjxvJ7-JEewh5QtXfgnsrgXZX1 m8czJJ9r8lgJ3CeMSVzidRU i 2-8-0 i 7-2-o 10.8.0 15-0-0 i zo-o-o i zSao i 3z-z-12 i aa0.o ,az-ao, 2 2-8.0 4.6-0 3-6-0 4-4-0 5.0.0 1 0 7-2-12 7-9-4 2-0-0 5x5 = 6.00 12 3x4 = 5x5 = 7 8 [v [s 2x4 I I 19 a I a 1 v _ 3x4 11 6x8 5x8 = 3x8 M18SHS = 3x8 = 2x4 11 3x6 3x6 = 6x8 M18SHS = 2x4 I _ 4x8 I I 46 46 = 5x5 = 1-38 -8-D 7-2-0 10.8.0 1 -8- 15.0.0 25-0-0 32-2-12 40-0-0 -3-8 -4-8 4-6-0 36-o -0. 3.4-0 10.0-0 7-2-12 Plate Offsets (X,Y)— [2:0-0-4,Edge], [2:0-0-4,Edge], 13:0-5-9,0-2-5], [4:0-2-4,Edge], [6:0-2-8,0-2-4], [8:0-2-8,0-2-4], [17:0-4-0,0-1-12], [20:0-2-12,Edge], [22:0-3-8,0-3-0], I23:0-2-8,0-1-81 Scale = 1:84.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.52 15-17 >915 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -1.11 15-17 >431 180 M18SHS 244/190 BCLL 10.0 Rep Stress Incr YES V1B 0.87 Horz(TL) 0.38 11 n/a n/a BCDL 10.0 Code FBC2014fTP12007 (Matrix-S) , Weight: 238 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-4: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP 285OF 1.8E 'Except' 6-0-0 oc bracing: 18-20 2-23: 2x4 SP No.1, 22-23,11-14: 2x4 SP No.2, 5-18: 2x4 SP No.3 WEBS 1 Row at midpt 7-17, 7-15, 10-15 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGEbe installed during truss erection, in accordance with Stabilizer Left: 2x4 SP No.3 Installation uide. REACTIONS. (lb/size) 2=1972/0-8-0, 11=1931/0-8-0 Max Horz 2=478(LC 7) Max Uplift 2=-1054(LC 8), 11=-1048(LC 8) Max Grav 2=2369(LC 13), 11=2318(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-26=-2217/864, 3-4=-4728/1792, 4-5=-3676/1530, 5-6=-3652/1667, 6-7=-2600/1279, 7-8=-2630/1303, 8-10=2987/1343, 10-11=-3831/1549 BOT CHORD 2-24=-561/2025, 23-24=286/848, 3-22=-728/2445, 21-22=-1333/4532, 20-21=-1335/4558, 5-20=-292/273, 17-18=191/311, 15-17=712/2788, 13-15=-1096/3282, 11-13=1096/3282 WEBS 17-20=-432/2532, 6-20=616/1536, 6-17=220/300, 7-17=357/194, 7-15=350/180, 8-15=-257/929,10-15=-966/525, 10-13=0/259,4-20=1278/516, 4-21=-36/529, 3-24=-1524/625, 22-24=396/1562 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=9.Opsf; BCDL=6.Opsf; h=151t; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (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) The solid section of the plate is required to be placed over the splice line at joint(s) 16. 6) Plate(s) at joint(s) 6, 8, 9, 2, 2, 23, 22, 3, 20, 5, 1 B, 17, 7, 15, 10, 13, 4, 21, 14, 11 and 24 checked for a plus or minus 0 degree rotation about its center. 7) Plate(s) at joint(s) 16 checked for a plus or minus 5 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1054, 11=1048. �GENS �'92i♦ No 58126 �• �4u' i ♦ Ui �� Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert 66,34 6904 Parke East Blvd. Tampa FL 33610 Date: February 22,2016 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overan r,� AA� iTek• building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the itll fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 36610 Job Truss Truss Type Qty Ply Stefanick Residence ` ` T8089641 30229 A11 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:47 2016 Page 2 ID:EGivpkve2XWv2oHNOHh2Y7zjxw?-JEewh5QtXfgnsrgXZX1 m8czJJ9r8lgJ3CeMSVzidRU NOTES- 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Y" gypsum sheetrock be applied directly to the bottom chord. ® WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with FNTek® 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. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 36610 Job Truss Truss Type Qty Ply Stefanick Residence T8069642 30229 Al2 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:49 2016 Page 1 I D:EGivpkve2XWv2oHNOHh2Y7zW.-Gdlh6nR73G4V59gwgy3ED12lr6skceVcXW7TWOzidRS 2.0-o z-B 0.0 a z---O-o 20.0.0 2700 2-1z 460--s0--403702 0140 -a1112 1-a4 1-4-0 z 62-2 z-ao Scale = 1:75.2 6.00 12 5x5 = 2x4 II 7 8 2x4 11 5x8 = 9 10 2X4 11 20 4x6 = 6.00 12 2x4 II 2X4 = ax6 — 3x4 = 4x6 — 2x4 II 3x6 — 10x10 M18SHS 4x4 I I 6x16 = 2-8-0 10-0-0 11-8-0 1—M 2-7-8 4-0.0 0 7-11-12 9-0-0 1 13-0-0 zao-0 27-M 33-2-12 a0-0-0 138 IA-0 IA-0 -0-0 2-11-12 1-0-0 1-0-0 7-0-0 7-0-0 12-12 Is, Plate Offsets (X,Y)— [2:0-1-0,Edge], [8:0-2-8,0-2-4], [10:0-6-0,0-2-8], [11:0-2-8,0-3-0], [17:0-1-12,0-0-0], [18:0-8-0,0-2-0], [19:0-2-0,0-0-0], [21:0-2-12,0-2-0], (23:0-5-13,Edge], LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.61 20 >786 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -1.10 18-19 >435 180 M18SHS 244/190 BCLL 10.0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.58 12 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-S) Weight: 247 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-5,11-13: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 'Except* 10-0-0 oc bracing: 19-21 2-24,21-23: 2x4 SP 285OF 1.8E, 7-19: 2x4 SP No.3 WEBS 1 Row at midpt 8-18 WEBS 2x4 SP No.3 `Except' MiTek recommends that Stabilizers and required cross bracing 18-21: 2x4 SP No.2, 3-23: 2x4 SP No.1 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1983/0-8-0, 12=1920/0-8-0 Max Horz 2=422(LC 7) • Max Uplift 2=-1059(LC 8), 12=-1043(LC 8) Max Grav 2=2338(LC 13), 12=2286(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=19041742, 3-4=9003/3092, 4-6=-5182/1973, 6-7=-3996/1654, 7-8=3856/1677, 8-9=-2977/1490, 9-10=2990/1503, 10-11=-3122/1401, 11-12=-3822/1541 BOT CHORD 2-24=-411/1696, 22-23=2419/7800, 21-22=-1437/4888, 18-19=-26/302, 16-18=-750/2667, 14-16_ 1107/3276, 12-14=1104/3281, 23-24=-332/1538 WEBS 8-18=-333/249, 9-18=-541/418, 10-18=-218/630, 10-16=-1291706, 11-16=-789/411. 18-21=854/3047, 8-21=-442/1572, 6-21 =1 455/558, 6-22=-190/895, 4-23=-600/2305, 4-22=-2971/1002,3-23=2286/7013,3-24=-1163/420 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=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (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 unles's otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 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, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1059, 12=1043. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 11%" gypsum sheetrock be applied directly to the bottom chord. ,�1111111//j� No 58126 .10 : : ��C% Philip J. O'Regan P.E No.58126 MITek'UBA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 22,2016 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MTTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall MiTek* building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �y� iTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSI/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 36610 Job Truss Truss Type Qty Ply Stefanick Residence T8089643 30229 A13 Hip 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:50 2016 Page 1 ID:EGivpkve2XWv2oHNOHh2Y7zj.?-kpJ3J7SmgaCMjJP6EfaTmEbT7WEZL4piLAsO3gzidRR 4-0-0 11-M -2-0-0 i 2-7-8 2 2-8 6-8-0 9-0-0 10-8417-0-0 20-0-0 23-0-0 29-D-0 34-9-8 40-0-0 42-0-0 2-0-0 2-7-8 1-2-8 1-5-8 2-8-0 1.4-0 B-0-0 3-0-0 3-0-0 6-0-0 59-6 52-8 2-0-0 1-4-0 0-0-0 Scale = 1:74.2 6.00 12 x8 M18SHS = 3x4 = 5x8 M18SHS = 4x6 = 7 36 37 8 9 38 39 10 i 5x5 i 6 5x5 � 3x6 i 11 rr d 3x8 ! 5 d_ 4 3 o co 2 27 26 a5 1213I 1 o 29 6x8 M16SHS 25 IT 19 18 17 40 16 15 14 0 2x4 = 4x6 = 3x6 = 3x10 4x6 = 3x8 = 6.00 12 5x8 M18SHS_ 5x6 WB = 3x4 = ' 2x4 11 10x10 2x4 II 6x8 = 2x4 II 2x4 II 11-M 2-8-0 10-M 138 2-7-8 4-0-0 2-8 64i-0 9-0-0 1 19-10-0 20 -0 29-0-0 34-9-8 40-0-0 138 14-0 1-0-0 1-2.8 15-8 243-0 0-4-0 8-10-0 0- -0 9-0-0 S9A 52-8 0-M 0-8-0 Plate Offsets (X,Y)— [2:0-4-12,0-1-8], [6:0-2-8,0-3-0], [7:0-6-0,0-2-8], [8:0-3-0,Edge], [10:0-5-8,0-2-4], [11:0-2-8,0-3-0], [23:0-2-8,0-3-0], [26:0-1-14,0-2-0], [27:04-0,0-3-4], 129.0-2-14 Edael LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.56 18-19 >856 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -1.35 18-19 >355 180 M18SHS 244/190 BCLL 10.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.51 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 232 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 7-8,8-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 *Except* WEBS 1 Row at midpt 18-23, 9-23 2-29,23-27,27-29: 2x4 SP 285OF 1.8E, 21-25: 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 *Except* be installed during truss erection, in accordance with Stabilizer " 18-23,3-28,4-27: 2x4 SP No.2 Installation guide. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1985/0-8-0, 12=1918/0-8-0 Max Horz 2=-366(LC 6) Max Uplift 2=-1060(LC 8), 12=1042(LC 8) Max Grav 2=2323(LC 13), 12=2273(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1362/525,3-4=-5385/1910, 4-5=-9088/3190, 5-6=-5671/2124, 6-7=-4150/1729, 7-9=-3667/1599,9-10=-3564/1714,10-11=-3354/1458,11-12=-3904/1574 BOT CHORD 2-29=-184/1108,26-27=-2498/7913,24-26=-1483/4899,23-24=-1483/4899, 16-18=-878/2844, 14-16=-1175/3382, 12-14=1174/3383, 28-29=-148/926, 27-28=-1673/5546 WEBS 10-16=-50/597, 7-23=-433/1439, 9-18=-720/499, 18-23=-1197/3626, 9-23=-314/259, 10-18=-376/979, 11-16=-602/324, 5-26=-2770/970,6-26=-276/1156,6-23=-1302/479, 3-29=-1100/369, 5-27=649/2263, 4-28=-1795/645, 3-28=-1419/4172, 4-27=-1102/3308 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=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (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) Plates checked for a plus or minus 0 degree rotation about its center. 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, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ut=lb) 2=1060, 12=1042. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and'%" gypsum sheetrock be applied directly to the bottom chord. %11`111.I111111 ���� J . 0' ���I �.S �•�Q�`\ G E N ,9 No 58126 Al- , ``,`, �I�Ifi71111j11 Philip J. O'Regan PE.No.58126 Mi7ek'USN Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 22,2016 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown• and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Stefanick Residence ` ` T8089644 30229 A14 Hip Structural Gable 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:52 2016 Page 1 I D:EGivpkve2X Wv2oHNOHh2Y7zjxw?-gC RpkpUO M BS4zdZVM4dxrfgy2Kzko3s2DUL77jzi dRP 10-M -2- 11 1.4-0 2-8-0 -0 6-0-0 9-0-0 9 17-3-14 17- 15 21-10-0 2 -1 26-0-2 31-0-0 34-10-2 3 12 40.0.0 42-0-0 2-0-0 1-0-0 1-0-0 -4-0 2�-0 2-fi-0 fi-7-14 0. -1 4-0-1 2-41 2-2-13-10.2 - 0 494 2-0-0 1-4-0 3x4 = 2x4 I I Scale = 1:85.2 6.00 12 a `\ 5x5 = 2x4 II 3x4 = 3x6 __ 3x4 = 5x5 = 6 7 8 9 1011 12 41 42 13 3x6 = 2x4 11 6x8 L= 3x8 = 5x8 = 3x8 — 2x4 11 3x6 — 3x6 = 2x4 = 3x6 = 3x4 = 2x4 11 3x4 II 4= 2x4 11 x4 2x4 11 4x4 = 3x4 = 2-8-0 10441-8-0 1-0-0 -7-8 -0 7-11-12 9-0-0 10 1 - 17-5-15 21-10-0 24-2.1 3.1 M 34-10-2 3 12 40-0-0 1-0-0 38 1-0-0 311-12 1-4-0 0 -0- 4-9-15 4-0-1 2-4-1 6-9-15 3-10.2 - 0 49-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 TCDL 15.0 Lumber DOL 1.25 BC 0.62 BCLL 10.0 Rep Stress Incr YES WB 0.63 BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-22: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 8-21: 2x4 SP No.2 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.12 19-20 >931 240 MT20 244/190 Vert(TL) -0.30 19-20 >371 180 Horz(TL) 0.05 21 n/a n/a BRACING - TOP CHORD BOT CHORD REACTIONS. All bearings 27-4-0 except Qt=length) 2=0-8-0. (lb) - Max Horz 2=31 O(LC 7) Max Uplift All uplift 100 lb or less atjoint(s) except 2=-435(LC 8), 21=-533(LC 8), 19=-284(LC 8), 20=357(LC 8), 15=356(LC 8), 17=-127(LC 8) • Max Grav All reactions 250 lb or less at joint(s) except 2=491(LC 13), 21=2008(LC 13), 21=1551(LC 1), 19=711(LC 14), 20=720(LC 14), 15=493(LC 14), 17=392(LC 14), 15=400(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-36=-248/301, 3-4=-306/286, 4-5=127/280, 5-6=-73/426, 6-7=-93/1263, 7-8=-89/1256, 8-9=-36/1147, 9-11=-20/312, 11-12=-26/302 BOT CHORD 4-30=-348/198, 27-29=415/317, 26-27=-415/317, 20-21=467/233, 3-32=-204/450 WEBS 6-26=-1112/268, 6-29=-149/558, 21-26=1449/670, 8-26=-370/272, 13-19=-299/163, 11-20=-309/244, 9-20=-43/394, 9-21=-800/250, 12-20=-344/209, 14-17=276/160, 30-32=-1181383, 5-29=-369/246 Weight: 236 lb FT = 0% Structural wood sheathing directly applied Rigid ceiling directly applied. Except: 6-0-0 oc bracing: 22-24 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=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIIrPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Gable studs spaced at 2-0-0 oc. 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, with BCDL = 10.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 435 lb uplift at joint 2, 533 lb uplift at joint 21, 284 lb uplift at joint 19, 357 lb uplift at joint 20, 356 lb uplift at joint 15, 127 lb uplift atjoint 17 and 356 lb uplift at joint 15. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and%" gypsum sheetrock be applied directly to the bottom chord. `tr,\,NV 1,11.111) IIII ` No 58126 • • Philip J. O'Regan PE No,58126 MiTek USA, Inc. FL Cert 66H 6904 Parke East Blvd. Tampa FL 33610 Date: February 22,2016 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTeM connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 36610 Job Truss Truss Type Qty Ply Stefanick Residence ` T8089645 30229 A15G HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:54 2016 Page 1 I D: EGivpkve2XWv2o H N OH h2Y7zjxw7-caZa9 U VGuotoCwitTVfPw4m9y7YYGu7Lgng ECbzidRN i -2-0.0 1 2.8.0 &0.0 i 7-0.0 9.4.2 f 0.8-0 i 13.0.0 i 17-11-9 i 22-11-2 i 27.10.11 i 33-0.0 i 36.2-12 40.60 i 42-0-0 i 2-0-0 2-8-0 1-4-o 3-0.0 2-4o 1-40 2-0-0 4-11-9 4.11-9 4-11-9 5.1-5 3.2-12 3-9.4 2.0.0 6.00 12 3x4 = 3x8 M18SHS = 5x5 = 4x6 = 4x6 = 4x6 = 2x4 11 3x4 = 5x5 = 5 42 43 6 7 44 45 8 9 46 10 47 48 11 12 49 13 Scale=1:72.8 d 15 1 - 16I1 I 8x8 32 6x6 29 26 o 35 34 242 23 532 54 55 56 57 21 20 58 59 19 60 18 17 7x6 = 6x8 = 2x4 II 3x6 = 3x8 M18SHS = 4x8 M18SHS = 4x8 M18SHS = 3x6 = 2x4 II 2x4 II 4x4 II 6x8 = 3x6 = 2x4 II 6x8 = 4x6 = 6x8 = 2-&0 10-8-0 13-0-0 1-3-8 2-7-8 4-0-0 7-0-0 9-4-0 1 1 22-11-2 33-0-0 3&2.12 40-0-0 138 1-0-0 14-0 3-0-0 2-0-0 4}01-4-0 9-11-2 10-0.14 3-2-12 14 Plate Offsets (X,Y)— [3:0-3-8,0-2-4], [4:0-3-14,0-1-8], [5:0-2-8,0-2-4], [9:0-3-0,Edge], [12:0-3-0,Edge], [13:0-2-8,0-2-4], [15:0-2-8,0-1-8], [23:0-2-0,0-0-0], [25:0-4-0,0-1-4], LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.69 18-21 >468 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -1.06 18-21 >305 180 M18SHS 244/190 BCLL 10.0 Rep Stress Incr NO WB 0.90 Horz(TL) 0.09 15 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 219lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 2-5-3 oc purlins. 5-9,12-13: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-10-11 oc bracing. Except: BOT CHORD 2x4 SP No.2 `Except` 6-0-0 oc bracing: 23-25 33-34,31-32: 2x4 SP No,3, 20-24,15-19,19-20: 2x4 SP 285OF 1.8E WEBS 1 Row at midpt 8-21, 8-22 WEBS 2x4 SP No.3 `Except` MiTek recommends that Stabilizers and required cross bracing 6-30,8-21,8-22,11-21,11-18: 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=507/0-8-0, 22=4761/0-8-0, 15=2209/0-4-8 Max Harz 2=465(LC 7) Max Uplift 2=-463(LC 8), 22=3549(LC 8), 15=1849(LC 8) Max Grav 2=570(LC 29), 22=5307(LC 29), 15=2467(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-37=415/111, 3-4=-392/249, 4-5=-488/124, 5-6=-369/51, 6-7=-1890/3014, 7-8=1401/2520, 8-10=3896/2793, 10-11=-3896/2793, 11-13=-4097/2707, 13-14=4517/2924, 14-15=-4360/2946 BOT CHORD 32-33=207/348, 4-31=-260/605, 30-31=145/583, 28-30=2906/2158, 27-28=-2899/2154, 23-25=600/291; 25-27=419/129, 6-27=-1919/1098, 22-23=549/412, 21-22=911/1337, 18-21=-2850/4460, 17-18=-2411/3791, 15-17=-2411/3791 WEBS 5-30=-359/255, 13-18=-836/1430, 14-18=-323/624, 14-17=-342/43, 3-35=-280/203, 6-30=-2021/3550, 7-22=-488/637, 22-27=-3147/2205, 7-27=-1099/978, 10-21=-719/607, 8-21=-2022/3113, 8-22=-4370/3130, 11-21=-837/527, 11-18=-618/633 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=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch 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) Plate(s) atjoint(s) 5, 9, 13, 2, 33, 3, 32, 31, 4, 6, 23, 20, 30, 18, 14, 17, 34, 26, 28, 22, 7, 27, 10, 21, 8, 11, 12, 19 and 15 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) at joint(s) 25 checked for a plus or minus 5 degree rotation about its center. 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, with BCDL = 10.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 463 lb uplift at joint 2, 3549 lb uplift at joint 22 and 1849 lb uplift at joint 15. ,,11111111//��� ,,�����p .. `X. \ G E N s' �V* No 58126 qA �,#1171111% Philip J. O'Regan PE No,58126 MiTWU8k Inc. FL Cert 6634 6904 Parke East Bivd. Tampa FL 33610 Date: r—�_..—_., nn nn�n 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. r our uar y cc,cu r u ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only With MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/1PII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Stefanick Residence T8089645 30229 A15G HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:54 2016 Page 2 I D:EGivpkve2XWv2oHNOHh2Y7zjxw?-caZa9UVGuoioCW tTVfPw4m9y7YYGu7LgngECbzidRN NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 164 lb down and 57 lb up at 7-0-0, 164 lb down and 44 lb up at 9-0-12, 244 lb down and 229 lb up at 11-0-12, 133 lb down and 85 lb up at 13-0-12, 244 lb down and 229 lb up at 15-0-12, 244 lb down and 229 lb up at 17-0-12, 244 lb down and 229 lb up at 19-0-12, 244 lb down and 229 lb up at 20-11-4, 244 lb down and 229 lb up at 22-11-4, 244 lb down and 229 lb up at 24-11-4, 244 lb down and 229 lb up at 26-11-4, 244 lb down and 229 lb up at 28-11-4, and 244 lb down and 229 lb up at 30-11-4, and 244 lb down and 242 lb up at 33-0-0 on top chord, and 919 lb down and 282 lb up at 7-0-0, 225 lb down and 131 lb up at 9-4-0, 122 lb down at 11-0-12, 122 lb down at 15-0-12, 122 lb down at 17-0-12, 122 lb down at 19-0-12, 122 lb down at 20-11-4, 122 lb down at 22-11-4, 122 lb down at 24-11-4, 122 lb down at 26-11-4, 122 lb down at 28-11-4, and 122 lb down at 30-11-4, and 817 lb down and 130 lb up at 32-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=70, 5-13=70, 13-16=70, 34-36=-20, 32-33=20, 28-31=20, 25-29=-20, 23-24=-20, 23-39=-20 Concentrated Loads (lb) Vert: 5=52(B) 9=141(B) 13=141(B) 30=613(1]1) 18=506(B) 7=710=-141(B) 21=-61(B) 12=-141(B) 19=-61(B) 42=52(B) 43=141(B) 44=141(B) 45=-141(B) 46=-141(B) 47=141(B) 48=141(B) 49=141(B) 50=169(B) 51=61(B) 54=-61(B) 55=-61(B) 56=-61(B) 57=61(B) 58=-61(B) 59=61(B) 60=61(B) ®WARNING • Veri/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. �` Design valid for use only with M rek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 36610 Job Truss Truss Type City Ply nick Residence T8089646 30229 B01 Common 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:55 2016 Page 1 ID:EGivpkve2XWv2oHNOHh2Y7zjx.-4n7yMgWuf6geg4H41DAeTIITHXyQ?T4UvRank2zidRM 5-0 4 9-9-0 14-9-12 _ 20-5-0 22-51 5-0-4 4-8-12 5-0-12 5-7-4 2-0-0 4x4 = 5-&0 13.4-3 14-9-12 20-5-0 5-6-0 7-10-3 1-5-9 5-74 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(TL) BCLL 10.0 Rep Stress Incr YES WB 0.41 Horz(TL) BCDL 10.0 Code FBC20141TP12007 (Matrix-S) in (loc) I/deft L/d -0.32 9-11 >754 240 -0.64 9-11 >382 180 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-6-0 REACTIONS. (lb/size) 1=906/Mechanical, 7=1071/0-8-0 Max Horz 1=-298(LC 6) Max Uplift 1=-432(LC 8), 7=-644(LC 8) Max Grav 1=105B(LC 13), 7=1231(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=1607/680, 3-4=-1602/805, 4-6=-1911/915, 6-7=1856/703 BOT CHORD 1-11=-340/1582, 9-11=-124/1065, 7-9=389/1569 WEBS 3-11=-268/307, 4-11=-263/760, 4-9=-380/1054, 6-9=-418/382 0.04 7 n/a n/a Scale=1:37.8 PLATES GRIP MT20 244/190 Weight: 102 lb FT = 0% Structural wood sheathing directly applied Rigid ceiling directly applied. 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=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 432 lb uplift at joint 1 and 644 lb uplift at joint 7. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''/" gypsum sheetrock be applied directly td the bottom chord. .�` '��p No 58126 44/ Philip J. O'Regan PE No.58126 MTek'WA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 22,2016 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTekO connectors. This design Is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall ■■■���.YYY■■■ building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek* fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 36610 Job Truss Truss Type Qty Ply Stefanick Residence T8089647 30229 602 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:56 2016 Page 1 ID:EGivpkve2XWv2oHNOHh2Y7zjxw?-ZzgKaAXWPQyVREsGbwhtOVre1 xlBkzPe85JKGUzidRL 4-2-4 8-1-0 11-5-0 15-7-12 20-5-0 2211 4-2-4 3-10-12 3-4-0 4-2-12 4-9-4 2-0-0 44 = 5xE 4x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(TL) BCLL 10.0 Rep Stress Incr YES WB 0.21 Horz(TL) BCDL 10.0 Code FBC2014ITP12007 (Matrix-S) in (loc) I/deft L/d -0.12 10-19 >999 240 -0.31 10-19 >779 180 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 SLIDER Left2x6 SP No.2 2-6-0 REACTIONS. (lb/size) 1=904/Mechanical, 8=1074/0-8-0 Max Horz 1=-257(LC 6) Max Uplift 1=438(LC 8), 8=-638(LC 8) Max Grav 1=1021(LC 13), 8=121O(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=1392/735, 3-4=1232/640, 4-5=-1076/635, 5-7=-1272/645, 7-8=1634/811 BOT CHORD 1-12=-393/1433, 10-12=-197/1154, 8-10=-499/1387 WEBS 3-12=-291/239, 4-12=-75/329, 5-10=-81/408, 7-10=-428/343 0.05 8 n/a n/a Scale = 1:37.5 PLATES GRIP MT20 244/190 Weight: 108 lb FT = 0% Structural wood sheathing directly applied. Rigid ceiling directly applied. 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=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (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) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 438 lb uplift at joint 1 and 638 lb uplift at joint 8. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''/" gypsum sheetrock be applied directly to the bottom chord. ,,�rallllll//���,I %``tp J. 0 q N No 58126 r 10: Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 22,2016 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MlekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 36610 Job Truss Truss Type Qty Ply Stefanick Residence ' ' T8089648 30229 B03G Hip Girder 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:57 2016 Page 1 I D: EG ivpkve2XWv2o H NOHh2Y7zjxw?-19 Ei n WX9Aj4 M30 RS BdC6Yj OkW LbATOKnMl3uowzidRK 3-9� 7-0-0 10-M 14-4-0 17-&-12 21-4-D 2 -10 0 I 3.94 3-2-12 3-8-0 3-8-0 3-2-12 3-94 -6 4x8 = 22 lx4 11 4x8 = Scale = 1:36.4 3x8 = 1x4 II 5x5 = 3x8 = 5x6 WB = 5x5 = 1x4 II 3x8 = i 3-9-4 7-0-0 10-8A 14-4-0 17�-12 21-4-0 3-9-4 3-2-12 3-8-0 3-8-0 3-2-12 3-9� Plate Offsets (X.Y)— 12:0-8-0 0-0-61 14:0-5-4 0-2-01 16:0-5-4 0-2-01 18:0-8-0.0-0-61 111:0-2-8,0-2-121 114:0-2-8 0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.27 13 >940 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.37 13-14 >689 180 BCLL 10.0 Rep Stress Incr NO WB 0.36 Horz(TL) 0.13 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 113 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-12 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-3-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=2112/0-8-0, 8=2110/0-8-0 Max Horz 2=-191(LC 6) Max Uplift 2=1346(LC 8), 8=1345(LC 8) Max Grav 2=2431(LC 29), 8=2428(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4508/2512, 3-4=-4338/2550, 4-5=-4376/2636, 5-6=4376/2636, 6-7=4334/2549, 7-8=-4507/2512 BOT CHORD 2-15=-2115/4086, 14-15=-2115/4086, 13-14=-2063/3985, 11-13=-2062/3881, 10-11=2115/3943, 8-10=-2115/3943 WEBS 3-14=-469/405, 4-14=-461/1008, 4-13=-437/768, 5-13=-665/592, 6-13=-438/775, 6-11=-460/1001, 7-11=-472/403 NOTES- 1) Unbalanced roof live loads have been considered for this design. %`,\\\Illllfill,It , ,%% %? J. ) � -.* 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. �% �.��' , • ... N • • �'9 /�� •�\ 5'�L`'•, II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber ,�� Q 2 �� DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The solid section of the plate is required to be placed over the splice line at joint(s) 12. No 58126 S * �� •� 5) Plate(s) at joint(s) 4, 6, 2, 3, 15, 14, 13, 5, 11, 7, 10 and 8 checked for a plus or minus 0 degree rotation about its center. •• 6) Plate(s) at joint(s) 12 checked for a plus or minus 3 degree rotation about its center. 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 O : • �411 - • will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1346 lb uplift at joint 2 and 1345 lb uplift at joint 8. �i Q P'• \��� �,, CSS • • •'. �� ��, e analysis and design ofthis ber end fixity model was used in aks 10) "Semi -rigid sufficient to support o concentrated I ad() 249 lb down truss. 111) H orlother econnection including device(s) shall be and 256 Ib up at ���� I!i ` t N A nger(s) provided 7-0-0, 249 Ib down and 246 Ib up at 9-0-12, 249 Ib down and 246 Ib up at 10-8-0, and 249 Ib down and 246 Ib up at 12-3-4, and ND.58126 Philip J. O'Regan PE NoCent 249 Ib down and 256 Ib up at 14-4-0 on top chord, and 706 Ib down and 440 Ib up at 7-0-0, 95 Ib down and 20 Ib up at 9-0-12, 95 MITek USA, Inc. FL 6834 lb down and 20 lb up at 10-8-0, and 95 lb down and 20 lb up at 12-3-4, and 706 lb down and 440 lb up at 14-3-4 on bottom chord. 6904 Parke East Blvd. Tampa FL 33610 The design/selection of such connection device(s) is the responsibility of others. Date: 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). February 22,2016 Con;tged on page WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIl Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Stefanick Residence ' ' T8089648 30229 603G Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:57 2016 Page 2 I D: EGivpkve2X Wv2o H N OHh2Y7zjxw?-19 Ein WX9Aj4 M30 RS8dC6Yj OkW LbATOKn Ml3uowzidRK LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=70, 4-6=-70, 6-9=70, 16-19=20 Concentrated Loads (lb) Vert: 4=-150(F) 6=-150(F) 12=71(F) 14=-635(F) 13=71(F) 5=150(F) 11=-635(F) 22=-150(F) 23=-150(F) 24=-71(F) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MleI2 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 p !Tek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and trusssystems, see ANSI/TPII Quality Cdteda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Ste Residence i T8089649 30229 C01 Common 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Man Feb 22 09:32:57 2016 Page 1 I D:EGivpkve2XWv2o H N 0 Hh2Y7zjxw?-19Ein WX9Aj4 M30RS8dC6YIOpnLk6TSRnMl3uowzid RK 2-M 6-M 12-5-0 2-0-0 6-M 5-9-0 4x4 = Scale = 1:25.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.04 6-13 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.09 6-13 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 53 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Right 2x6 SP No.2 2-6-0 be installed during truss erection, in accordance with Stabilizer Installation guide. 13EACTIONS. (lb/size) 5=531/Mechanical, 2=726/0-8-0 Max Horz 2=197(LC 7) Max Uplift 5=250(1_C 8), 2=-479(LC 8) Max Grav 5=604(LC 14), 2=812(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=763/332, 3-5=648/338 BOT CHORD 2-6=-171/606, 5-6=-171/606 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=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 pelf 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 250 lb uplift at joint 5 and 479 lb uplift at joint 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''%" gypsum sheetrock be applied directly to the bottom chord. No 58126 1;. �.4 OP;% Philip J. O'Regan PE No.58126 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 22,2016 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE, ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and trusssystems, see ANSIAI'll Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Stefa nick Residence r t T8089650 30229 CO2 Common 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:58 2016 Page 1 ID:EGivpkve2XWv2oHNOHh2Y7zjxw7-VMo4_sYnx1 DDhYOeiLkL5wW?914uCvbwbPoRLNzidRJ r0.6-0 6-8-0 13-0-0 1,3-10-Q OVA 6-8-0 6.8-0 0-" 4x4 = ix4 3x4 = LOADING (psD SPACING- 1-11-4 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.04 6-12 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.09 6-12 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=615/0-8-0, 4=615/0-8-0 Max Horz 2=176(LC 7) Max Uplift 2=326(LC 8), 4=-326(LC 8) • Max Grav 2=706(LC 13), 4=706(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=777/337, 3-4=-777/337 20T CHORD 2-6=124/671, 4-6=-124/671 WEBS 3-6=0/260 Scale = 1:25.0 3x4 = PLATES GRIP MT20 244/190 Weight: 49 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. 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=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 326 lb uplift at joint 2 and 326 lb uplift at joint 4. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and''%" gypsum sheetrock be applied directly to the bottom chord. `�t,11111111/��� No 58126 -10 S 1:441 AIII � Philip J. O'Regan PE No.58126 MiTek+USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 22,2016 ®WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.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, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIT Quality Cdteda, 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 36610 Job Truss Truss Type Qty Ply Stefanick Residence i T8089651 30229 CO3G Hip Girder 1 n L Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:59 2016 Page 1 ID:k2_e2bFV1 WSuxbNhsHd34jzieTX-zYMTCCZPiLL4lhbrG2Fad8TDz8SoxNt4g3Y?tpzidRI r0-0-0 3-11-0 5-7-14 18-2 9-51 13-4-0 13-10-Q O-0-0 3-11-0 1 8-14 2-0-4 1-8-14 3-11-0 0 6-0 Scale: 12"=l' 3.74 12 4x8 = 20 21 04 = 1x4 II 3x4 = 3x8 = 1x4 II 3x4 = 3x4 = 3x4 = i 3-11-0 5-7-14 7Ilj 9-' 13-4-0 3-11-0 1-8-14 2-0-4 T. -14 3-11-0 Plate Offsets (X.Y)— T4:0-5-4,0-2-01 r12:0-1-14.0-1-81 LOADING (psf) SPACING- 1-11-4 CSI. DEFL. in (loc) Ydefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.03 11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.04 11 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 133 lb FT = O% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=906/0-8-0, 7=906/0-8-0 Max Horz 2=-124(LC 6) . Max Uplift 2=606(LC 8), 7=-606(LC 8) Max Grav 2=1134(LC 29), 7=1134(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1885/1019, 3-4=-1729/1028, 4-5=1649/995, 5-6=-1731/1028, 6-7=1886/1019 BOT CHORD 2-13=-803/1708, 11-13=803/1716, 10-11=-866/1698, 9-10=-786/1658, 7-9=-785/1651 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ` 1itl/ IIIIIII I1111 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. `♦♦♦ Q 3, 0'R � �. ' `\G E N 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. � Q •• s'�•,• A- � II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 •�� No 58126 • 5) Provide adequate drainage to prevent water ponding. * .� 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. . bottom in 3-6-0 tall by 2-0-0 — 8) This truss has been designed for a live load of 20.Opsf on the chord all areas where a rectangle wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. •, $ 441 9) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 606 lb uplift at joint 2 and 606 lb uplift at . 0 41 4 ,ice •• P • , joint 7. 10) "Semi -rigid itchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. P 9 Y Y 9 b �� s `�' ♦�♦ ,,��`Isj��„' 11) Hanger(s) or other on (provideds) shall be sufficient concentrated I b down and 162 1up o A� ,,,,♦ and 162 lb up at 9-5 0 n 3-11-0, 369 lb down and 6t4 Ib up at 5-7 14, and 369lb do n nd 364 Ib up at7-8-2, and 248 lb down top chord, and 45 lb don and 56 lb up at 3-11-0, 125 lb down and 60 lb up at 5-7-14, and 125 lb down and 60 lb up at 7-6-8, and 45 lb down and 56 lb up at 9-5-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of Philip J. O'Regan PE No,58126 others. MITek USA, Inc. FL Cert6634 69M Parke East Blvd. Tampa FL 33610 LOAD CASE(S) Standard Date: February 22,2016 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 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 ®0�• a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall ■■��YY■■■ building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek� is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIl Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Stefanick Residence I t T8089651 30229 CO3G Hip Girder 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:32:59 ZU16 Page 2 ID:k2_e2bFV1 WSuxbNhsHd34jzieTX-zYMTCCZPiLL4lhbrG2Fad8TDz8SoxNt4g3Y?tpzidRI LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=68, 3-4=-68, 4-5=68, 5-6=68, 6-8=68, 14-17=19 Concentrated Loads (lb) Vert: 4=-164(F) 5=-164(F) 13=29(F) 11=98(F) 10=98(F) 9=-29(F) ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and for an Individual building component, not a truss system. Before use, the building designer must verify the appricability of design parameters and properly incorporate this design Into the overall piTek• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing A is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the /{ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIT Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Stefanick Residence ' T8089652 30229 D01 Common 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:33:00 2016 Page 1 I D:EGivpkve2XWv2oHNOHh2Y7zjxw?-RkwrPYalTeTxwrA1 gmmpAL00xYnGgpbD3jHYPFzidRH 3-4-0 6-8-0 3-4-0 3-4-0 4x4 = 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildeft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.01 4-10 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.02 4-10 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 3 n/a n1a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=300/0-8-0, 3=300/0-8-0 Max Horz 1=84(LC 7) Max Uplift 1=145(LC 8), 3=-145(LC 8) Max Grav 1=339(LC 13), 3=339(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. I -OP CHORD 1-2=428/200, 2-3=-428/200 BOT CHORD 1-4=96/375, 34=96/375 2x4 = Scale = 1:15.2 PLATES GRIP MT20 244/190 Weight: 24 lb FT = O% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. 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=9.Opsf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 145 lb uplift at joint 1 and 145 lb uplift at joint 3. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. ,\\►I I I I U/1I ,QXX`.`p G E NOS' F�92 No 58126 Philip J-O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 22,2016 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mew 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 trusssystems, see ANSI/TPll Quality Crifeda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Stefanick Residence A I T8089653 30229 D02 Common 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:33:00 2016 Page 1 I D:EGivpkve2XWv2oHNOHh2Y7zjxw?-RkwrPYalTeTxwrA1 gmmpAL003YoWggfD3jHYPFzidRH -0 fi 0 3-4-0 6-8-0 7-2-0 D-6-0 34-0 3-4-0 0.6-0 Scale = 1:15.5 4x4 = Ii 0 2x4 = 2x4 = 3 4-0 6-8-0 r 3-4-0 3-4-0 LOADING (psf) SPACING- 1-11-4 CS1. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.01 6-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.02 6-12 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014rrP12007 (Matrix-S) Weight: 25 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=325/0-8-0, 4=325/0-8-0 Max Horz 2=94(LC 7) Max Uplift 2=-186(LC 8), 4=-186(LC 8) Max Grav 2=362(LC 13), 4=362(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-410/184, 3-4=-410/184 rlOT CHORD 2-6=56/366, 4-6=-56/366 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 186 lb uplift at joint 2 and 186 lb uplift at joint 4. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %3" gypsum sheetrock be applied directly to the bottom chord. E N QS �92 ii No 58126 53 In 11111 Philip J. O'Hegan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 22,2016 ®WARNING -Verify design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MnekO 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 two systems, see ANSI/iPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Ste Residence r a T8089654 30229 MV2 Valley 4 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:33:01 2016 Page 1 I D: EGivpkve2XWv2oHNOHh2Y7zjxw7-vxU DdubfEyboY? IDNTH2jZYbOyA3 P H uN H N 15yizidRG 2-0-0 2-0-0 Scale = 1:7.8 v a 2x4 (2)- 0.131 "x35' toenails LOADING (psf) SPACING- 1-11-4 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(TL) n/a - n/a 999 BCLL 10.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014ITP12007 (Matrix) Weight: 5 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=60/1-11-8, 2=46/1-11-8, 3=13/1-11-8 Max Horz 1=49(LC 8) Max Uplift 1=16(LC 8), 2=49(LC 8) Max Grav 1=72(LC 13), 2=55(LC 13), 3=27(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- :) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 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 16 lb uplift at joint 1 and 49 lb uplift at joint 2. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ,`1►I1111111/��I No 58126 1.0 ry+ r 33 .o o • ��� S�#iil1 Ai 00 Philip J. O'Regan PE No.58126 MRek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 22,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with ANTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 36610 Job w Truss Truss Type Qty Ply Stefanick Residence A.1 T8089655 30229 MV4 Valley 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 2x4 i 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:33:02 2016 Page 1 ID:EGivpkve2XVW2oHNOHh2Y7zjxw?-N72bgDbH?Gjf99KQxBoHFm5hBMTb8k81NW1mfU8zidRF 4-0-0 4-0-0 2x4 II 2 Scale = 1:12.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udeft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(TL) n/a n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC20141TP12007 (Matrix) Weight: 14 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=145/3-11-8, 3=145/3-11-8 Max Horz 1=150(LC 7) Max Uplift 1=65(LC 8), 3=76(1_C 5) Max Grant 1=170(LC 13), 3=197(LC 13) 'FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. 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=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 1 and 76 lb uplift at joint 3. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. `), 'In, ENg• No 58126 -0 % li Philip J. O'Regan PE No.58126 MITek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 22,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MRekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPll Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Stefanick Residence 4 L T8089656 30229 MV6 GABLE 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 q a d 8.000 s Jan 5 2016 MiTek Industries, Inc. Mon Feb 22 09:33:02 2016 Page 1 I D:EGivpkve2XWv2oHNOHh2Y7zjxw?-N72bgDbH?Gjf99KQxBoHFm5iPMUX8LW W1 mfU8zidRF 6-0-0 6-0-0 2x4 11 5 4 2x4 1x4 II 2x4 II LOADING (psi) SPACING- 1-11-4 CSI. DEFL. in (loc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(TL) n/a n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.07 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=120/6-0-0, 4=31/6-0-0, 5=305/6-0-0 Max Horz 1=235(LC 5) ' Max Uplift 1=-27(LC 8), 4=-38(LC 5), 5=-209(LC 8) Max Grav 1=151(LC 14), 4=50(LC 13), 5=401(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. VNEBS 2-5=-282/250 Scale = 1:18.6 PLATES GRIP MT20 244/190 Weight: 24 Ib FT = 0% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 1, 38 lb uplift at joint 4 and 209 lb uplift at joint 5. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ��111111t1/j� �•`Q�\�'' \ G E N S �l No 58126 Philip J. O'Regan PE N0,58126 MITek USA, Inc. FL ¢ert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 22,2016 AWARNING -Verify design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AIII.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with M1ek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 36610 Symbols PLATE LOCATION AND ORIENTATION 3/4 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. I For 4 x 2 orientation, locate plates 0-'na' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MITek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 Width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPII : 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 VNtod Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 0 o' O U IL BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ]CC -ES Reports: ESR-1311,ESR-1352,ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTekO All Rights Reserved 11111IM1111111111110 in[ 0 M!Tek a MITek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l . Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully., Knots and wane at joint locations are regulated by ANSVTPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.