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® 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: 30100-Alexander Residence MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Mel-Ry Construction Project Name: Alexander Residence Model: Tampa,FL 33610-4115 Lot/Block: Subdivision: Address: 19 Nettles Blvd City: Jensen Beach State: Florida 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: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 [All Heighll Wind Speed: 170 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 17 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 11 I T7956397 I—CJ 1 A 1/28/016 1 12 I T7956398 I—CJ 1 B 1 1/28/016 13 I T7956399 I—CJ2 1 1/28/016 1 14 I T7956400 I^-CJ3 1 1/28/016] 15 I T7956401 I•-HJ7 1 1/28/016 1 16 I T7956402 I A01 GE 11/28/016 1 17 I T7956403 I A02 11/28/016 1 18 I T7956404 I A03 11/28/016 1 19 I T7956405 I A04 11/28/016 110 I T7956406 I A05 1 1/28/016 1 11 I T7956407 I A06 11/28/016 J 112 I T7956408 I A07 1 1/28/016 1 113 IT7956409 IA08GE 11/28/016 [14 I T7956410 11301 1 1/28/016 115 I T7956411 I B02 1 1/28/016 116 I T7956412 I B03 1 1/28/016 117 I T7956413 I B04G 11/28/016 1 The truss drawing(s)referenced above have been prepared by MiTek ����������������i�� Industries, Inc.under my direct supervision based on the parameters `:,%&PQUIN. VF<<c provided by East Coast Truss. ` 'S.•'"c E N 3�•.� •� Truss Design Engineer's Name: Velez, Joaquin �681182 My license renewal date for the state of Florida is February 28,2017. = * •: IMPORTANT NOTE:Truss Engineer's responsibility is solely for STATE OF W design of individual trusses based upon design parameters shown :O'•. <v on referenced truss drawings. Parameters have not been verified '. F' � p R t O P'•��'�` for file as pre reference iate onlyonly and hasr any use. not of been used in pron epay ngon ecified is des design. ,e*eSS111;;A;t%`����` Suitability of truss designs for any particular building is the Joaquin Velez PENo.68182 responsibility of the building designer, not the Truss Engineer, MiTek14FA.Inc.R.Certt634 6904 Parke Ent Blvd.Tampa FL 33610 per ANSI/TPI-1, Chapter 2. Date: January 28,2016 Velez,Joaquin 1 of 1 Job -' Truss Truss Type !]ty Ply Alexander Residence T7956397 3 1100 '-0J1A Jack-OpenI ell 1 1 East Coast Truss, Ft.Pierre,FL 34946 8.000 s Jan 5 2016 MiTek Industries,Inc. Wed Jan 27 15:53:45 2016 Page 1 ID:EgaSsLNYIVMa3VaPOpmwmozr7bu-sGZJzx51olzUJ6nYrn_DxSYbf OhaWUONxKH Nzr6IK -0-7-11 0-11-5 0-7-11 F 0-11-5 Scale=1:9.5 5.00 F12 3 2x4 II `•i 2 1 4 _ V6 x4 2 50 12 5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a nla BCDL 10.0 Code FBC2014lrP12007 (Matrix-M) Weight:5 lb FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 0-11-5 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=6/Mechanical,4=2/Mechanical,6=118/0-4-7 (min.0-1-8) Max Horz 6=110(LC 8) Max Uplift 3=-28(LC 5),4=-40(LC 8),1 4) Max Grav 3=22(LC 6),4-29(LC 6),6=118(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuR=170mph(3-second gust)Vasd=132mph;TCDL-9.Opsf;BCDL=6.Opsf;h=15ft;B=451t;L=24ft;eave=oft;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 `t,111 t t 1 f f f 77, will fit between the bottom chord and any other members. ��� i N VF 5)Refer to girder(s)for truss to truss connections. OPQ �i� 6)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ��� • G E N 11 capacity of bearing surface. � `s�•'. i 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 28 lb uplift at joint 3,40 Ib upltR at joint 4 i and 55 lb uplift at joint 6. No 68182 8)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. *�• * =_ LOAD CASE(S) Standard =-� TE OF 14J i O R \'D."- J# ONA�E��.�• N frr1111101 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 28,2016 WARNING.VerNy design parsmWers and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE 11110-7473 rev.1WO312015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shovm,and is far 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 Nit building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is olsvays 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 ANSUTPII Quality Criteria,DS9-89 and 8CS1 Building Component 6904 Parke East Blvd. safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty77Aoxander ResidenceT79563930100 -CJ1e Jack-Open Supported Gable East Coast Truss, Ft.Pianos.FL 34M 8.000 s Jan 5 2016 MiTek Industries,Inc.Wed Jan 27 15:53:46 2016 Page 1 I D:EgaS sL NYI VMa3Va PO p mwmOzr7 bu-KT7hAH6gZc5LwGLkKhkA?m7r502zDykXbb4rWpzr61J 1-0-7 1 0.7 (2}16d(0.131"0.5)toenails Scale=1:6.6 5.00 12 2 1 3 a 2x4= I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WE 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight:3 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-7 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 quide. REACTIONS. (lb/size) 1=47/1-0-7 (min.0-1-8),2=3611-0-7 (min.0-1-8),3=10/1-0-7 (min.0-1-8) Max Horz 1=34(LC 8) Max Uplift 1=-15(LC 8),2-36(LC 8) Max Gray 1=47(LC 13),2=39(LC 13),3=21(LC 3) FORCES. (Ib)-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. 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)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. ,,s s s s t f fill� 5)Gable studs spaced at 2-0-0 oc. `�� V N 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 E N will fit between the bottom chord and any other members. `s • . 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 15 Ib uplift at joint 1 and 36 Ib uplift at joint 2. N o 681 82 9)"Semi-rigid pitchbreaks including heels"Member and fixity model was used in the analysis and design of this truss. + LOAD CASE(S) Standard +.fl A7E OF O: �p N A u �' ��ffisltttt�� Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cell 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 28,2016 4 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1WA7473 rev.I M3/2015 BEFORE USE. Design valid for use only with Mnek®connectors.This design b 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 Nit 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/T►Il Quality Criteria,DSII and BCSI Building Component 6904 Parke East(Blvd. safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314, Tampa,FL 33610 Job Truss Truss Type city Ply Alexander Residence T7956399 30100 _cJ2 Jack-Open 1 1 Job Reference East Coast Truss, Ft.Piero,FL U946 8.000 a Jan 5 2016 MiTek Industries,Inc.Wed Jan 27 15:53:46 2016 Page 1 I D:EgaS sLNYI VMa3Va POpmwmOzr7bu-KT7hAH6gZc5LwGLkKhkA?m7oS0_6 DykXbb4rWpzr61J -0-7-11 1-10-3 0 11 1.10-3 Scale=1:13.7 5.00 12 3 20 II 2 d, 1 • �I 3x4 6 2.50 F12 5 LOADING (pat) SPACING. 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 SC 0.27 Vert(TL) -0.00 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WS 0.00 Horz(TL) -0.02 3 n/a n/a BCDL 10.0 Code FBC2014rTP12007 (Matrix-M) Weight:8 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-10-3 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation Quide. REACTIONS. (lb/size) 3=47/Mechanical,4=16/Mechanical,6=144/0-4-11 (min.0-1-8) Max Horz 6=166(LC 8) Max Uplift 3=76(1_C 8),4=-47(LC 8),6--43(LC 4) Max Grav 3=64(LC 13),4=44(LC 6),6=144(LC 1) FORCES. (III)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuh=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 `j1►1 i 1 1 t!►/� will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �� �0,•\G E N,-.• F� ♦♦♦ capacity of bearing surface. F '.• 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 76 lb uplift at joint 3,47 lb uplift at joint 4 i and 43 lb uplift at joint 6. No 68182 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ;i TE OF :•W ..• �C?�Is Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 28,2016 WARNING-Ver1/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mnek®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 a 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/T►it Qualfy,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 33610 Job Truss TrussType City Ply Alexander Residence na5tl400 301DO -CJ3 pan 1fe 1 East Coast Truss, Ft.Pierce.Fl 34946 8.000 s Jan 5 2016 MiTek Industries,Inc.Wed Jan 27 15:53:47 2016 Page 1 I D:EgaSsLNYI V Ma3Va POpmwmOzr7bu-of h4 Nd6l KvDCYPwxuP F PYzgu8gJ LyP_q FpO2Gzr61I 3-0-7 3-0-7 Scale=1:10.8 2 5.00 12 u) N M N 1 3 3x4 = 2.50 12 3x4 2-7-9 17 2-7-9 0.4.14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in floc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.06 4 >593 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.33 Vert(TL) -0.13 4 >273 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:10 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins, BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 1=134/0-8-0 (min,0-1-8),2-130/Mechanical,3=3/Mechanical Max Horz 1=91(LC 8) Max Uplift 1=41(LC 8).2=91(LC 8) Max Grav 1=134(LC 13),2-140(LC 13),3=7(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuR=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. ' 5)Refer to girder(s)for truss to truss connections. 0% l N I� 6)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �OP.4v VF� capacity of bearing surface. ��, , G•E N 7)Provide mechanical connection(by others)of truss to bearing plate capable of wfthstanding 41 lb uplift at joint 1 and 91 lb uplift at �� •�,� `St<`••.• �� joint 2. i 8)"Semi-rigid pdchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. No 68182 LOAD CASE(S) Standard * — ��• E OF '•�� O: .4f, �6 N A1-E %%%`• 111118111111 % Joaquin Velez PE ND.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 28,2016 WARNING•Ve ft design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 raw.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 truu systems,see ANSI/T/II Quably Criteria,DSB-89 and Ill Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qly Ply Alexander Residence T7956/01 30100 -HJ7 Diagonal Hip Girder 1 1 R n East Coast Truss,Ft.Pierce,FL 34946 8.000 s Jan 5 2016 MiTek Industries,Inc.Wed Jan 27 17:20:43 2016 Page 1 ID:EgaSsLNYIVMa3VaPOpmwmOzr7bu-2MOp3kVfnYZJI?RLII85d?e7 FggbFoXOgHumbzr5v2 0-9.14 1-1-11 3-8-15 6-7-10 0-9-14 3 13 2-7.3 2-10-11 1 x4 I Scab=1:15.7 4 5 t5 3.54 12 2x4 = 14 3 R 13 N 12 2 18 N 17 1 16 3x4= � • � d 1.77 12 8 8x6 = 2x4 = 1-1-11 8-7J r 1-1-11 5-5-15 Plate Offsets(X Y)- I8.0-3-0 0-0.121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.07 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.11 7-8 >727 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.14 Horz(TL) 0.01 6 n/a nla BCDL 10.0 Code FBC2014ITP12007 (Matrix-M) Weight:27 lb FT=0% LUMBER. BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3'Except' MiTek recommends that Stabilizers and required cross bracing 2-8:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=308/1-1-11 (min.0-1-8),5=218/Mechanical,6=95/Mechanical Max Horz 1=142(LC 8) Max Uplift 1=-156(LC 8),5=-125(LC 8),6-120(LC 8) Max Grav 1=326(LC 25),5=313(LC 3),6-95(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-687/334,2-12=-670/336,2-13=-709/395,3-13=-675/402 BOT CHORD 1-8=-442/648,8-16=479/678,16-17=-463/683,17-18=-478/684,7-18=-486/692 WEBS 4-7=37/306,3-7=-683/481 NOTES- 1)Wind:ASCE 7-10;Vuh-170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;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 ```01111111//71' 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 bads. �% 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 ` .�� E N S�.•� ��� will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. No 68182 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 156 lb uplift at joint 1,125 lb uplift at joint 5 and 120 lb uplift at joint 6. 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)100 lb down and 51 lb up at 1-0-1,123 lb down and 36 lb up at 2-10-4,and 182 lb down and 140 lb up at 3-10-0,and 116 lb down and 94 lb up at 5-8-3 on top E O F 1JJ chord,and 24 lb down and 43 lb up at 2-10-4,and at 3-10-0,and 30 Ib down and 56 lb up at 5-8-3 on bottom chord. The 0• <C/ design/selection of such connection device(s)is the responsibility of others. �� Q P.'•��%�, ONAX- 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 0� 1.• `O LOAD CASE(S) Standard / '�F111111110,� 1)Dead+Roof Live(balanced):Lumber Increase-1.25,Plate Increase=1.25 N Uniform Loads(plf) Joaquin Velez PE No.68182 Vert:1-5-70,8-9=-20,6-8=-20 MiTek USA,Inc.FL Cert 6634 Concentrated Loads(lb) 6904 Parke East Blvd,Tampa FL 33610 Vert:14=31(B)16=2(F)18=0(F) Date: January 28,2016 Q WARNING•Verfy deslpn paramef.and READ NOTES ON THIS AND INCLUDED Ai REFERANCE PAGE MII.7473 rev.1010312015 BEFORE USE. ot Design valid for use only with Mnelc®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 10 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,DS11-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Fruss.-Tpe Qty Ply Alexander ResidenceT7958402 30100 AO1GE n Structural Gable 1 1 East Coast Truss. Ft.Pierce.FL 34946 8.000 s Jan 5 2016 MiTek Industries,Inc.Wed Jan 27 15:53:482016 Pape 1 I D:EgaS sLWI VMa3VaPOpmwmOzr7bu-GrE S bz7w5DL3AZV7R6me4BD6U EfzhpQg3vZyaizr6l H 5-9.6 10-11-0 16-0-10 21-10-0 5-9-6 5-1-10 5-1-10 5 9 6 4x4 = Scale=1:40.2 tx4 II 3 4 1x4 II 5.D0 12 1x4 II • 1x4 \\ 5 2 10 II 1x4 II 6 1 14 3x4 -_ 2x4 II 1x4 II 1x4 II 1x4 II 30= 3x4 = 13 1211 10 9 8 7 3x4 = 1x4 II 1x4 11 6 7-5.15 11-6-1 21-10-0 -6 5,11 15 4-0-2 2 10-0 7 5-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.05 14-22 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.13 14-22 >999 180 BCLL 0.0 Rep Stress Iner YES WB 0.24 Horz(TL) 0.01 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight:106 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation Guide. REACTIONS. All bearings 10-4-0 except(jt=length)1=0-8-0. (III)- Max Horz 1=197(LC 7) Max Uplift All uplift 100 lb or less at joints)6,8,7 except 1=-248(LC 8),9=-364(LC 8),12-103(LC 17), 13=-317(LC 8) Max Grav All reactions 250lb or less atjoint(s)6,10,8,7,12,6 except 1=494(LC 1),9=474(LC 14), 13-777(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2-623/367,2-3=392/315 BOT CHORD 1-14=-230/610 WEBS 3-14=-269/572,2-14=-417/359,5-9=-419/377.3-13=-691/311 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10:Vuft=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. 11111 111/ 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber 1 V j N V�f���� DOL=1.60 plate grip DOL=1.60 �� OPQ 3)Truss designed for wind bads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry `�� E N Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. S�. 4)Plates checked for a plus or minus 0 degree rotation about its center. N O 68182 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. * 1 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. '>3• x 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,8,7,6 except : d.yam EE 0 F (jt=lb)1=248,9=364,12=103,13=317. i O'.; 4411 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'rS°gypsum i� Q ,• sheetrock be applied directly to the bottom chord. 0 R LOAD CASE(S) Standard r'�i110 N A� Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cell 6634 6904 Parke East Blvd,Tampa FL 33610 Date: January 28,2016 A WARNING-Vority design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 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/f/11 Quality Criteda,D$8.84 and BCSI Building Component 6904 Parke East Blvd. Safety Inlormation available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 3364 �' Truss Truss Type Oty Ply Alexander Residence T7956403 30100 A02 ATTIC 110 1 .n East Coast Truss, Ft.Pierce,FL 34946 8.D00 a Jan 5 2016 MiTek Industries,Inc. Wed Jan 27 15:53:49 2016 Page 1 I D:EgaSsLNYIVMa3VaPOpmwmOzr7bu-k2ogol8YsWTwni4J7gHtd0171erhOBSzHZIV78zr61G 4-1.10 7-1.4 9-4-13 1211-0 12-5-3 14-0-12 17$-8 _ 21-10-0 4-1-10 3.7.10 I 1-7-9 1 1 6 3 1-0 3 1-7-9 I 3 7-10 4-1-10 Scale=1:35.9 4x4 = 5 2x4 = 2x4 = 5.00 12 1x4 11 4 6 1x4 II 3 7 13 1x4 II 1x4 1x4 4 2 6 ' 1 9 r 12 10 3x8 MIBSHS= 3x4 = 4x8 II 3x4 = 3x4 = 3x4= P6 41-10 7-9-4 14-0-12 17-8� 21-10-0 . 3 7 10 3 7 10 6-3.8 3-7-10 4-1-10 Plate Offsets(X Y)- 11 0-1-14 0-0-2),W0-0-4 Edge] f9�0.2-0 Edael 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) -0.29 10-12 >914 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.51 10-12 >516 180 M18SHS 244/190 BCLL 0.0 Rep Stress Iner YES WB 0.51 Horz(TL) 0.07 9 nla n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-S) Attic -0.18 10-12 415 360 Weight:96 Ib 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.2*Except* MiTek recommends that Stabilizers and required cross bracing 2-12,8-10,5-13:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1024/0-8-0 (min.0-1-8),9=1004/0-8-0 (min.0-1-8) Max Horz 1=197(LC 6) Max Uplift 1=-462(LC 8),9=-450(LC 8) Max Grav 1=1154(LC 14),9=1130(LC 15) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=2202/907,2-3-1939/731,3-4=-16811731,4-5--66/334,5-6=-69/336, 6-7=1675/728,7-8=-1949/735,8-9=-2297/959 BOT CHORD 1-12=-740/2128,11-12-475/1745,10-11=-475/1745,9-10=804/2079 WEBS 4-13=-2091/871,6-13=2091/871,3-12=36/457,7-10=-56/492,2-12=-425/290, 8-10=-505/359 NOTES- ``1111111f/J��'' 1)Unbalanced roof live loads have been considered for this design. `% QU(N 2)Wind:ASCE 7-10:Vuh-170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. `�� OP. • 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber S DOL-1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. No 68182 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. * _ 6)'This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ` 7)Ceiling dead load(5.0 psf)on member(s).3-4,6-7,4-13,6-13 i -�1`T E O F :� 8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.10-12 �0• p ; 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)except 01=1b) 41 O R O• �� 1=462,9=450. �I •• 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum If �O N A ���O sheetrock be applied directly to the bottom chord. f �I 11) Attic room checked for U360 deflection. F Joaquin Velez PE No.68182 LOAD CASE(S) Standard MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 28,2016 AWARNING-VaNy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.I"312015 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/T/II Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314, Tampa,FL 33610 Job Truss Truss Type Oty Ply Alexander Residence na5woa 30100 A03 Common 1 I Ell) East Coast Truss, Ft.Pierce,FL 34946 8.OD0 s Jan 5 2016 MiTek Industries,Inc. Wed Jan 27 15:53:50 2018 Pagge 1 ID:EgaSsLNYIVMa3VaPOpmwmOzr7bu-DEMCOe9AdgbnPtfWZXo69clRV1 HU9jV7WD22fazr6I F 5-9 6 I 10-11.0 16-0-10 21-10.0 5-9-6 5-1-10 5-1-10 5-9-6 Scale=1:35.8 4x4 = 3 5.00 FIT 1 x4 \\ 1 x4 2 4 5 1 I� 8 7 6 3x4 = 3x4 = 3x4= 3x4 = � 3x4 = -6- 7-5-15 144-1 21-10-0 S 0 6-11 15 6 10 2 7-5-15 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) 0.13 6-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.24 6-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.06 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight 93 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=99 210-8-0 (min.0-1-8),5=974/0.8-0 (min.0-1-8) Max Horz 1-197(LC 7) Max Uplift 1=-479(LC 8),5=470(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2-1782/900,2-3=1567/855,34=-1605/873,4-5=-1827/922 BOT CHORD 1-8-715/1575,7-8=-388/1100,6-7=-388/1100,5-6=-739/1625 WEBS 3-6=243/571,4-6=-392/343,3-8=-2161524,2-8=367/329 NOTES. 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10:Vuh=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;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. l l l l f f 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N.. U N Vf,�/// 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 `� 0P, , will id between the bottom chord and any other members. ��` E N •'•-• 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) S� . i 1=479,5=470, 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'%"gypsum No 68182 sheetrock be applied directly to the bottom chord. * •• LOAD CASE(S) Standard D• �- E tx . Oo d-ATE/OF OR BONA\-E���` #filll111t1 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 28,2016 0 WARNING-Verify dssiyn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M I-7473 rev.1WO312015 BEFORE USE. �- Design valid for use only with MiTekl9 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 ANSWTPIII Quality CrReda,DSB-87 and BCSt Building Component 6904 Parke East Blvd. Solely Inlormallon available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply Alexander Residence T7956405 30100 A04 Scissor 5 1 East Coast Truss. Ft.Pierce.FL 34946 8.000 a Jan 5 2016 MiTek Industries,Inc. Wed Jan 27 15:53:51 2016 Pa e 1 ID:EgaSsLNYIVMa3VaPOpnwmOzr7bu-hQwaD 9o08jellEi7FJLiprZgRXou6lGltncB1zr61E 1.2-0 4-10-8 4-10.8 0.3- 4.10.8 5.9.8 Scale=1:36.1 40 = 3 5.00 12 3x4 i 3x4 2 4 7 8x8 = q • 1 8 6 5 c 2x4 I I 1x4 I Tj 2.50 Fi2 Id • 3x8 = 3x6= V.I. 1 6-0.8 11.2-0 16.0-8 21-10A )l 6 8 0 4 10.8 5.1 B 4 10-8 5•&8 Plate Offsets(X Y1- 17 0-2-12 0-2-12) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.62 Vert(LL) 0.33 6-7 >803 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.55 6-7 >474 180 BCLL 0.0 Rep Stress Incr YES WS 0.61 Horz(TL) 0.30 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight:99 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. 1-7:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 [b.installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1-1021/0-8-0 (min.0-1-8),5=944/0-8-0 (min.0-1-8) Max Horz 1=197(LC 7) Max Uplift 1=493(LC 8),5=-456(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2-262011222,2-3=-2229/1029,34=2378/1081,4-5=-3207/1514 BOT CHORD 1-8=-1016/2353,7-8=-1037/2399,6-7=1321/2967,5-6--1316/2953 WEBS 4-7-890/558,3-7=512/1336.2-7=-464/329 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuh=170mph(3-second gust)Vasd=132mph:TCDL=9.Opsf;BCDL=6.Opsf;h=15ft;B=45ft;L-24ft;eave=oft;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 1 1�il�11 3)Plates checked for a plus or minus 0 degree rotation about its center. ,,,,�� � N 111, I� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,� PQU . 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 ♦♦� ,O • ........ E•N will fit between the bottom chord and any other members. ♦♦ ,•��,� S'�.•,.• �� 6)Bearing at joint(s)1,5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. NO 68182 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=493,5-456. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'h"gypsum .fl sheetrock be applied directly to the bottom chord. E OF LOAD CASE(S) Standard �� P,• 0 , 0R IV. - N � 'J# �0NA %%%. 1111111111101 Joaquin Velez PE N0.68182 MiTek USA,Inc.FL Gen 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 28,2016 A WARNING•verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.1010312015 BEFORE USE. Design valid for use only with MRek®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 Ls to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is alwoys 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/TIII Quality Criteria,DSB-89 and 1101 Building Component 69U Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Alexander Residence 30100 A05 Roof Special Structural Gable 1 1 T7956406 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.000 s Jan 5 2016 Mi sk Industries,Inc.Wed Jan 27 15:53:51 2016 Page 1 ID:EgaSsLNYIVMa3VaPOpmwmozr7bu-hOwaD 9oO8je11Ei7FJLIpra4RXAu79GItncBlzBIE 1-0 1 10.11-0 1 16-M 1 21-10-0 4-4� 3 8-10 2-10-0 5-1 8 5-9-8 Scale=1:38.0 4x4 = 4 5.00 12 3x4 1x4 II 3 • 1x4 11 2x4= 5 2 110 11 7 5x8 = q z4: 6 N 1 2.5o 12 I$ 10 It 1x4 11 1x4 I( 93x4 11 12 11 10 4x4 30 = 7-10.1 91N8 1 11-2-0 21-10-0 7-4-1 0--5 3-1-0 10-8-0 Plate Offsets( .YY}- f6:0-3-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.26 7-22 >637 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.70 7-22 >237 180 BCLL 0.0 Rep Stress Incr YES WS 0.44 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight:97 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 7-0-0 except(jt=length)6.0.8-0,9-0-8-0. (lb)- Max Horz 1=197(LC 7) Max Uplift All uplift 100 lb or less at joint(s)1,10,12 except 6=-304(LC 8),11=-211(LC 8),9=-269(LC 8) Max Grav All reactions 250 lb or less at joint(s)1,10,12,1 except 6=606(LC 14),11=304(LC 13),9=738(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2-86/269,3-4=6261332,4-5=690/308,5-6-1661/958 BOT CHORD 8-9=-815/338,3-8=763/291,6-7=-803/1545 WEBS 2-11=-299/265,4-7=0/317,5-7=-1002/757,3-7=1 9118 03 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=oft;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 ``�� v j N 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry �� Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Plates checked for a plus or minus 0 degree rotation about its center. ,, ' SF• , �� 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. No 68182 7)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify IZ capacity of bearing surface. " •• EE 0 F •'j 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,10,12,1 except 0 (jt=lb)6=304,11=211,9=269. ♦ P ,• 10) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'h'gypsum ♦� 0 R (�,• �\`�� sheetrock be applied directly to the bottom chord. •" �� ��� /0 LOADCASE(S) Standard ��f/ffllti111� Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date. January 28,2016 WARNING-VerUy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1101.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown.and is for an individual building component.not a truss system.Before use.the building designer must verity the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated Is to 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 33610 IJob Truss Truss Type Qty 1Pty Alexander Residence T7956407 30100 A06 Rool Special 1 1 RI) East Coast Truss, Ft.Pierce,FL 34946 8.000 a Jan 5 2016 MiTek Industries,Inc. Wed Jan 27 15:53:52 2016 Pa e 1 ID:EgaSsLNYIVMa3VaPOpmwmOzr7bu-9dUzRKAQ9RrVeBpugyraEl NkertGdY2P_XX9kTzr61D 8-1-0 10-11-0 16-0-8 21-10-0 a 4 6 3-8-10 2-10-0 5-1.8 5-9-8 Scale=1:37.1 4x4 = 3 5.00 12 3x8 2 2x4= o_ 4 d f 6 5x8= 9 x4 — 5 1 T 2.50 12 I$ 64x6 I I 30= 3x8 II 3x8= -0 7.9-8 8 1 11-2-0 21-10-0 -8-0 7-3-8 0-3 3-1-0 10-8-0 Plate Offsets(X Y)- (1'0 0 4 Edge] 11 0-1 14 0.0-21,15 0-0-13 0 0.2),(8:Edae 0-3-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.26 6-11 >640 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.70 6-11 >240 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.05 5 1 n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight:90 Ile 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. 2-8:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide Left:2x4 SP No.3 REACTIONS. (lb/size) 5=597/0-8-0 (min.0-1-8),8-1039/0-7-0 (min.0-1-8),1-329/0-8-0 (min.0-1-8) Max Horz 1=-197(LC 6) Max Uplift 5=-297(LC 8),8=477(LC 8),1=175(LC 8) Max Grav 5=615(LC 14),8-1039(LC 1),1=353(LC 17) FORCES, (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=663/312,3-4--710/272,4-5=-1725/946 BOT CHORD 7-8=-935/485,2-7=914/446.5-6=-795/1607 WEBS 3-6=0/390,4-6=-1023/782,2-6=154/716 NOTES. 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10:VuR=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=15ft;B-45ft;L=24ft;eaval Cat. ``,1►11 I 1 I II�I� II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber ♦♦♦♦♦P()V j N `C-/,I/�� DOL-1.60 plate grip DOL=1.60 ♦♦ O ......... , 3)Plates checked for a plus or minus 0 degree rotation about its center. �� , '• \C E(V S �� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �. 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide No 68182 will fit between the bottom chord and any other members. 4-0 6)Bearing at joint(s)5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verifycapacity of bearing surface.7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(n=Ib)5=297,8=477,1=175. I t O F . 44/ 8)This truss design requires that a minimum of 7116"structural wood sheathing be applied directly to the top chord and Y"gypsum sheetrock be applied directly to the bottom chord.LOAD CASES) Standard NAU�1jI11111111�` Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 28,2016 A WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE NI1.1473 rev.1WO312015 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 ANSI/T911 Quality Cdteda,DSO-89 and OCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314, Tampa,FL 33610 Job Truss Truss Type Oty Ply Alexander Residence T7956408 30100 A07 Roof Special 2 1 81) East Coast Truss, Ft.Pierce,FL 34946 8.000 s Jan 5 2016 MiTek Industries,Inc.Wed Jan 27 15:53:53 2016 Pagge 1 ID:EgaSsLNYIVMa3VaPOpmwmOzr7bu-dp2LegB3vAzMGK05EfMpnEw MFN?M2FZCBGjGvzr61C 5-9-6 F 10-11-0 12-1-4 16-5-4 17-0.0 5-9-6 5-1-10 1.2 4 4-4-0 -0-12 06 I Scale:3/8"-1' 3 2x4 II 4 5.00 12 lx4 11 2 5 6 20= 3x4 fV 1 10 9 US = 3x4 = 8 3x4 = 3x4 = .g 6 4-8 12-1-4 18-1-9 1 -5 4 S 5-10-8 F 8-12 4-0-5 0-3-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vart(LL) 0.03 10-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.06 8-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.33 Horz(TL) 0.01 8 n/a n/a BCDL 10.0 Code FBC2014ITP12007 (Matrix-S) Weight:77 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. 4-8:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 [b.,nstalled during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=534/0-8-0 (min.0-1-8),8=736/0.7-4 (min.0-1-8),5=243/0-3-0 (min.0-1-8) Max Horz 1=158(LC 7) Max Uplift 1=-258(LC 8),8=-328(LC 8),5=185(LC 8) Max Grav 1=540(LC 17),8=736(LC 1),5=253(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=748/372,2-3=-685/481 BOT CHORD 1-10=-373/685,7-8=-255/125 WEBS 2-10=-398/358,3-10=-409/735,3-8=-552/238 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuft-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=O.18;MWFRS(directional);cantilever left and right exposed:end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ``ti111111/ilFI' 3)Plates checked for a plus or minus 0 degree rotation about its center. ,�� UIN V /off 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. p.Q .•• F� 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 ,`�� ,�••�C E N S•.�� �j♦ will fit between the bottom chord and any other members. : V F 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=258,8=328,5=185. No 68182 7)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. LOAD CASE(S) Standard E OF ��• •� (1/ Joe, �ONA�-E?��`� �"118 l 11 n 1,10 Joaquin Velez PE N0.68182 MiTek USA,Inc.FL Gen 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 28,2016 Q WARNING-V ft design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 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 01 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi ek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage.delivery.erection and bracing of trusses and truss systems.see ANSI/TPII Quallty Criteria,DSO.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Alexander Residence T7956409 30100 A08GE Common Supported Gable 1 1 all East Coast Truss, Ft.Pierce,FL 34946 8.D00 a Jan 5 2016 MiTek Industries,Inc.Wed Jan 27 15:53:53 2016 Papo 1 I D:EgaSsLNYIVMa3VaPOpmwmOzr7bu-dp2LegB3wtzMGK05EfMpnEw4VFONM7bZCBG)GvzBIC 10-11-0 12-1-4 j_72 ' 10-11-0 1.2-4 i 04 = Sale=1:31.4 6 2x4 II 1x4 II 7 8 5 5.00 12 • tx4 II 4 1x4 II 3 1x4 II 2 1 3x4 = 15 14 13 12 11 10 9 20 11 1x4 II 1x4 II 1x4 II 3x4 = 1x4 I) 1x4 II 12-14 12 1-4 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.00 7 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.00 7 nlr 120 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) -0.00 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight:64 Ile FT=0% LUMBER- BRACING- TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation auide. REACTIONS. All bearings 11-7-4. (lb)- Max Horz 1-404(LC 7) Max Uplift All uplift 100 Ile or less atjoint(s)1,10,14 except 9-168(LC 8),11=109(LC 8).13=-120(LC 8). 15--171(LC 8) Max Grav All reactions 250 lb or less at joint(s)1,9,10,11.13,14 except 15=289(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=287/164,2-3=-252/129 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vutt=170mph(3-second gust)Vasd-132mph;TCDL=9,Opsf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=2f;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 ```�� QU j N Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. OP 4)Plates checked for a plus or minus 0 degree rotation about its center. `�` ,.•�(D E N S-• i� 5)Gable studs spaced at 2-0-0 oc. F 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent wlth 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 No 68182 will fit between the bottom chord and any other members. * ; 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ile uplift at joints)1,10,14 except - (jt=lb)9=168,11=109,13=120,15=171. -0 9)N/A E OF 10)"Semi-rigid phchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ;O LOAD CASE(S) Standard ��� O R (�•' �\��� /p N A ��.``. �'fit ililt,It Joaquin Velez PE N0.68182 MiTek USA,Inc.FL Cell 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 28,2016 4 WARNING-Verlfy design paramsters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parometers 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/T►11 Quality Criteria,DSb-8f and SCSI bustling Component 6904 Parke East Blvd. Solety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job' Truss Truss Type City Ply Alexander Residence T7956410 30100 801 Roof Special 1 1 Inh Rnfnronro lnnfinnall East Coast Truss, Ft.Pierce.FL 34946 8.000 s Jan 5 2016 MiTek Industries,Inc.Wed Jan 27 15:53:54 2016 Pat 1 I D:Eqa SsL NYI VMa3VaPOpmwmOzr7 bu-5?cjsOChh35Du UzHoNt2 KST46fZr5SYiRrOGoMzr61 B -2.5-0 j 5-0-1 F 7-10-1 12-11-9 1 18-9-1 2-5-0 5-0-1 2-10-0 5-1-8 5-9 8 Scala=1:34.6 4x4 = 4 5.DD 12 3x4 3 2x4 = o_ 5 d 4.6 ' a 2 7 5x8 = q 2.50 12 11 10 9 axe II 3x4 = 3x8 = 10-1 4 8 9 5 8 1-1 18-9-1 10 100 3-9 15 0 31 3.1 10-8.0 Plate Offsets(X Y1- 16 0-0-13 0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.26 7-14 >639 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.70 7-14 >238 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-S) Weight:92 lb FT=0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2'Except* BOT CHORD Rigid ceiling directly applied. 3-9:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-8-0 except Ut=length)11=1-2-2,9=0-7-0,10=0-3-8. (lb)- Max Horz 11--270(LC 6) Max Uplift All uplift 100lb or less atjoint(s)10 except 6=300(1_C 8).11-355(LC 8),9=357(LC 8) Max Grav All reactions 250 lb or less at joint(s)10 except 6=607(LC 14),11=282(LC 17),9=901(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=624/319,4-5=681/291,5-0=-1689/957,2-11=334/414 BOT CHORD 8-9=868/384,3-8=-814/332,6-7=-804/1573 WEBS 4-7=0/322,5-7=1022/773,3-7=-195/797 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10:Vuh=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 `��� v N V 3)Plates checked for a plus or minus 0 degree rotation about its center. �� OP.4 F,F 4)This truss has been designed for a 10.0 psf bottom chord live Toed nonconcurrent with any other live loads. ♦♦` , G•E•N 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 ,••�,� 5'�'•.• �� will fit between the bottom chord and any other members. 0 6)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity No 68182 capacity of bearing surface. � * ; •; 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joints)10 except(jt=Ib) 6=300,11=355,9=357. 8)This truss design requires that a minimum of 7116'structural wood sheathing be applied directly to the top chord and 1W gypsum : •. I E OF :� sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard i,' , O R , P.G��`♦` �,, /pNArLE%% Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 28,2016 WARNING-VerMy design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and is for 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 brocing of trusses and truss systems.see ANSI/T►II Quality Criteria,D5/-89 and 1i Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job. Truss Truss Type City Ply I Alexander Residence idence T7956411 30100 802 Hip 1 1 East Coast Truss, Ft.Pierce,FL 34946 8.000 s Jan 5 2016 MiTek Industries,Inc.Wed Jan 27 15:53:55 2016 Page 1 I D:EgaSsLNYIVMa3VaPOpmwmOzr7bu-ZC953MDJSMD3VeXTM4OHsf?HV2y9gyasgVlpKozBIA -2-2-5 f 1 f-13 1 2-5.13 1 6-3.13 l 10-5-13 15-3-13 2.2-5 1-6-13 0-11-0 3-10-0 4-2-0 4-10.0 Scale=1:29.8 5x5= 5x5 = • 5.00 12 4 16 5 2x4 II 4x4 3 2 2x4= 6 a 9 9 3x4 = "' 5x8 = r x4 2.50 ,2 I$ 12 11 3x4 axe I 30= 1.6-13 l 2.7.6 6-84 15313 1-6-13 1.0-9 4.0-13 B-7-9 Plate Offsets(X Y)- [5 0-2-8 0-2-71,[8:0-2-12 0-2-61 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 0.50 Vert(LL) -0.12 8-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.33 8-15 >503 180 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2014ITP12007 (Matrix-S) Weight:82 lb FT=0% LUMBER. BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. 3-11:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No,3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 1-6.13 except(jt=length)7=0-8-0. (lb)- Max Horz 12=-305(LC 6) Max Uplift All uplift 100 lb or less atjoint(s)except 7=-311(LC 8),12=-486(LC 4),10-106(LC 5),11=-131(LC 9) Max Grav All reactions 250 lb or less at joint(s)12 except 7=600(LC 14),10=729(LC 14),11-523(LC 6), 11=261(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 4-16=-893/567,5-16=-893/567,5-6=-1044/544,6-7=-1748/1012,2-12=-48/438 80T CHORD 7-8=-865/1614 WEBS 4-10=-737/309,6-8=711/555,2-11=-535/139,4-8=-347/905 NOTES- 1)Unbalanced roof live loads have been considered for this design. 11 I f f 2)Wind:ASCE 7-10;Vuft=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=15ft;8=45ft;L=24ft;eave=4ft;Cat. ` �[N V���i,� 11;Exp D;Encl..GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber ``� OPQ 7 DOL=1.60 plate grip DOL=1.60 �� G E 3)Provide adequate drainage to prevent water ponding. ` �\ S •. 4)Plates checked for a plus or minus 0 degree rotation about its center. i 5)This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. N O 68182 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 * fr will fit between the bottom chord and any other members. 7)Bearing at joints)7,10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify fl� {{ capacity of bearing surface. ' 1 4 .O F /L 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 311 lb uplift at joint 7,486 lb uplift at O•, �✓ joint 12,106 lb uplift at joint 10 and 131 lb uplift at joint 11. p ,•• 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum Q R ,• ��`�� sheetrock be applied directly to the bottom chord. b ••••• •• �� LOAD CASE(S) Standard t ,���N A` Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 28,2016 Q WARNING-Vorlry design parameters and READ NOTES ON THIS AND INCLUDED MI TEK REFERANCE PAGE MIF7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and is for an individual building component,not a truss system.Before use.the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.see ANSI/TFII Quallty Cdteda,OSS-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Alexander Residence T7856412 30100 803 Roof Special 1 t � Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.000 s Jan 5 2016 MiTek Industries,Inc.Wed Jan 27 15:53:55 2016 Page 1 I D:EgaSsLNYIVMa3VaPOpmwmOzr7bu-ZC953MDJSMD3VeXTM4OHsf?Ee2_MgvesgVlpKozr61A -1.10-10 4-11-9 11-11-9 1-10-10 4-11-9 7-M Scale:117=1' 3x4 5x5 = 1 2 11 3 Li 5.00 FEJ 3x6 = 5 5x5= N 4 N 7 Verticals that are extended below a chord forming a"Leg Down"condition, are not designed to resist lateral forces between the truss and the support. 2.50 1 Additional design considerations(by others)are required to transfer these forces to the appropriate lateral force resisting elements. 3x4 = (Typical for all applicable"Leg Down"trusses in this job) F 5-4-0 5�-0 6-7-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.13 5-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.19 5-10 >729 180 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.14 4 n/a n/a BCDL 10.0 Code FBC20141TPI2007 (Matrix-S) Weight:53 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing 2-7:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=52010-8-0 (min.0-1-8),7=68610-3-8 (min.0-1-8) Max Horz 7=-283(LC 6) Max Uplift 4=-235(LC 8),7-502(LC 4) Max Grav 4=520(LC 14),7=686(LC 1) FORCES. (lb)-Max.Comp,/Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 6-7=686/502,2-6-310/353,2-11=276/66,3-11=-276/66,3-4=1193/426 BOT CHORD 5-6=253/948,4-5-277/1065 WEBS 3-6=1027/556,3-5-22/426 NOTES. 1)Wind:ASCE 7-10;Vuft=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;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)Provide adequate drainage to prevent water ponding. 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. `N,OP 4G' 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 N will fit between the bottom chord and any other members. `S F 6)Bearing at joint(s)4,7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. No 68182 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 235 lb uplift at joint 4 and 502 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 = D sheetrock be applied directly to the bottom chord. 1 E OF LOAD CASE(S) Standard O-• P 1�fllll1t11� Joaquin Velez PE N0.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date: January 28,2016 AWARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE NI1.7473 rev.10/0U2015 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 I bdcotion,storage.delivery.erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSO.89 and SCSI Sulding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandra,VA 22314, Tampa,FL 33810 — L Job Truss Truss Type Oty Ply Alexander Residence T7856415 30100 B04G Roof Special Girder 1 1 East Coast Truss, Ft.Pierce,FL 34946 8.000 s Jan 5 2016 MiTek Industries,Inc.Wed Jan 27 15:53:56 2015 Psije 1 I D:EgaS sL NYI VMa3Va POpmwmOzr7bu-1 OjTGiDxCg Lw7o6fvovW PtYPcS LRZOt+//u9VNtEzr619 1-7-15 3-6-5 8-6.5 1-7.15 I 3-0-5 + 5-0-0 Scale=1:20.0 2x4 11 4x4= 1 2 11 3 5.00112 N vs 3x4 = 12 5 q 5x5 = d 7 2.50112 3x4 3.10-12 8-6-5_ r 31012 i 479 ' LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) O.D6 5-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.08 5-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(TL) 0.07 4 n/a n/a BCDL 10.0 Code FBC2014rrP12007 (Matrix-M) Weight:38 lb FT=0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-10 oc purlins, BOT CHORD 2x4 SP No.2 except and verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or B-8-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 4-452/0-8-0 (min.0-1-8),7=649/0-3-8 (min.0-1-8) Max Horz 7=-206(LC 6) Max Uplift 4=-239(LC 8),7=-524(LC 4) Max Grav 4-465(LC 26),7=649(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 6-7=649/524,2-6=279/336,3-4=-1132/549 BOT CHORD 6-12=-382/919,5-12--382/919,4-5=-450/1043 WEBS 3-6=983/544,3-5=-206/382 NOTES. 1)Wind:ASCE 7-10:VuR=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber 60L=1.60 plate grip DOL-1.60 t 111111 2)Provide adequate drainage to prevent water ponding. ��,11 U j N V 1/r't"� 3)Plates checked for a plus or minus 0 degree rotation about its center. �� OP Q •F4,�.." 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 , G E N S F will fit between the bottom chord and any other members. 6)Bearing at joint(s)4,7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify No 68182 capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 239 lb uplift at joint 4 and 524 lb uplift at joint 7. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. :�l .ATE ( F 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)340 lb down and 182 lb up at � O 3-6-5 on top chord,and 88 lb down and 161 lb up at 3-6-5 on bottom chord. The design/selection of such connection device(s)is P,• the responsibility of others. 4 O R 1 .• ��`�� 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �Q.A L LOAD CASE(S) Standard 4111111110 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Joaquin Velez PE No.68182 Uniform Loads(plf) MITek USA,Inc.FL Cert 6634 Vert:1-2=70,2-3=-70,3-4=-70,5-6=-20,5-8=-20 69D4 Parke East Blvd.Tampa FL 33610 Date: January 28,2016 0 WARNING-Varlly dasl8n Pa..(.and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE M P7473 rw.1WOV2015 BEFORE USE. Design valid for use only with MITek®connectors.This design 4 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/T►Il Quality Criteria,058.89 and 11i Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Alexander Residence n956413 30100 B04G Roof Special Girder t t �Job Reference(oplionall East Coast Truss, Ft.Pierce,FL 34946 8.000 a Jan 5 2016 MITek Industries,Inc.Wed Jan 27 15:53:56 2016 Page 2 I D:EgaSsLNYIVMa3VaPOpmwmOzr7bu-1 OjTGiDxCgLw7o6tvovWPtYPcSLRZOw?u9VNtEzr6l9 LOAD CASE(S) Standard Concentrated Loads(lb) Vert:3=-132(B)12=-88(B) 0 WARNING-Var/fy design parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M I-7473 rev.1010312015 BEFORE USE. Design valid for use only With MiTek®connectors.This design is based only upon parameters shown.and is for an individual building component.not a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to 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 ANSVRIII Quality Cdtedo,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safaty Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3 Center plate on joint unless x,y 6-4-8 dimensions shown in ft4n-sixteenths ID y 1 /4 Damage or Personal Injury offsets are indicated. (Drawings not to scale) D 9 1 rY Dimensions are in ft-in-sixteenths. Apply plates to both sides Of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. cl-2 M7C5-6 2. Truss bracing must be designed by an engineer.For Q /16' wide truss spacing,individual lateral braces themselves 0 may require bracing,or alternative Tor I of m0 bracing should be considered. `% rY a3. Never exceed the design loading shown and never UUstack materials on inadequately braced trusses. 0O °- 4. Provide copies of this truss design to the building c-e O designer,erection supervisor,propertyowner and FOr 4 x 2 orientation,locate BOTTOM CHORDS all other interested parties. plates 0 na' from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. P 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. "Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shah not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-131 1,ESR-1352,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or after tens member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load verticallyunless indicated otherwise. Min size shown is for crushing only. _�gp 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: 19. ANSI/TPI l: National Design Specification for Metal Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. F BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, MiTe ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev. 10/03/2015 ® 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: 30100-Alexander Residence MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Mel-Ry Construction Project Name: Alexander Residence Model: Tampa,FL 336104115 Lot/Block: Subdivision: Address: 19 Nettles Blvd City: Jensen Beach State: Florida 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: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 [All Heighll Wind Speed: 170 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 17 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# I Truss Name Date 11 IT7956397 —CJ1A 1/28/016 12 I T7956398 I—CJ 1 B 1 1/28/016 1 13 I T7956399 I—CJ2 11/28/016 J 14 I T7956400 I—CJ3 11/28/016 15 I T7956401 I"HJ7 11/28/016 16 IT7956402 A01GE 11/28/0161 17 I T7956403 I A02 1 1/28/016 18 I T7956404 I A03 11/28/016 19 I T7956405 I A04 1 1/281016 110 I T7956406 I A05 1 1/28/016 1 11 I T7956407 I A06 1 1/28/016 1 112 I T7956408 I A07 1 1/28/016] 113 IT7956409 IA08GE 11/28/016 114 I T7956410 1601 1 1/28/016 1 115 I T7956411 I B02 1 1/28/016 116 IT7956412 IBM 11/28/016 117 I T7956413 I B04G 1 1/28/016 1 The truss drawing(s)referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters ``��OPQUIN• VF�� provided by East Coast Truss. :•` 'S- c E N SF•.� •� Truss Design Engineer's Name: Velez, Joaquin IV(68182 My license renewal date for the state of Florida is February 28,2017. = *:• •: IMPORTANT NOTE:Truss Engineer's responsibility is solely for � J •� STATE OF :•�: design of individual trusses based upon design parameters shown :O'•. <v on referenced truss drawings. Parameters have not been verified , as appropriate for any use. Any location identification specified is �.�`SS� Ft 1• �.`�` for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the Joaquin Velez PENo.68182 responsibility of the building designer, not the Truss Engineer, MiTek USA,Inc.FLCert6634 6904 Parke East Blvd.Tampa FL 33610 per ANSI/TPI-1, Chapter 2. Date: January 28,2016 Velez,Joaquin 1 of 1 Job a Truss Truss Type Oty Ply Alexander Residence T7956397 30100 -CJ1A Jack-Open 1 1 i is.aororen R lnntinnnll _ East Coast Truss, Ft.Pierce,FL 34946 8,000 s Jan 5 2016 MiTek Industries,Inc, Wed Jan 27 15:53:45 2016 Is Q•1 ID:EgaSsLNYIVMa3VaPOpmwmOzr7bu-sGZJzx5lolzUJ6nYm DxSYbf OhaVWONxKH Nrr$IK -07-11 I 0-11-5 0-7-11 0-11-5 Scale=1:9.5 5.00 12 3 2x4 II 2 1 4 i Ip, V16 5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Will Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014lrP12007 (Matrix-M) Weight:5 lb FT=0% LUMBER. BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 0-11-5 oc pudins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=6/Mechanical,4=2/Mechanical,6=118/0-4-7 (min.0-1-8) Max Horz 6=110(LC 8) Max Uplift 3=28(1_C 5),4418),6=-55(LC 4) Max Grav 3=22(LC 6),4.29(LC 6),6=118(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuh=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=15ft;B=45ft;L=241t;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 ,♦t t l 11 1 1 11 j 111� will fit between the bottom chord and any other members. `♦♦♦ Qu j nj VF i� 5)Refer to girder(s)for truss to truss connections. ♦ OP 6)Bearing at joints)6 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify ;♦ ••\G E N S �� capacity of bearing surface. F�'•, 7)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 28 lb uplift at joint 3,40 lb uplift at joint 4 and 55 lb uplift at joint 6. No 68182 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standarddo*. E OF 'w11 lilt, Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 28,2016 seress WARNING.Vwlfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE H11.7473 rev.IDIO.V2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication storage.delivery.erection and bracing of trusses and truss systems.see ANSI/rfll Quality Criteria,DSB-8f and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandra,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Alexander Residence T7958398 30100 -CJ1 B Jack-Open Supported Gable 1 1 East Coast Truss, Ft.Pierce,FL 34946 e.0D0 s Jan 5 2016 MiTek Industries,Inc.Wed Jan 27 15:53:46 2016 P,p 1 I D:EgaS sL NYI VMa3Va POpmwmOzr7bu-KT7hAH6gZc5LwGLkKhkA7m7r5O2zDykXbb4rWpzr6l J 1-0-7 1-0-7 (2)-16d(0.131"x3.5")toenails Scale=1:6.6 5.00 12 2 kss;�8� d 3 20= I LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.02 Viiii n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:3 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-7 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) 1-47/1-0-7 (min.0-1-8),2-36/1-0-7 (min.0-1-8),3=10/1-0-7 (min.0-1-8) Max Horz 1-34(LC 8) Max Uplift 1-15(LC 8),2=36(1_C 8) Max Grav 1=47(LC 13),2=39(LC 13),3-21(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuh=170mph(3-3econd gust)Vasd-132mph;TCDL=9.Opsf;BCDL=6.Op3f;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 ANSI/TPI 1. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. y I,, 5)Gable studs spaced at 2-0-0 oc. ���� IN , Q ,t,4 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��`OQ� ..... .. 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 `�� , C E IN will fit between the bottom chord and any other members. �� ��,� S�`�•.� �� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 15 lb uplift at joint 1 and 36 lb uplift at joint 2. NO 68182 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. *�• •; LOAD CASE(S) Standard =-O• ' E OF 41J : O R Joaquin Velez PE ND.68182 MiTek USA,Inc.FL Cert 66M 6904 Parke East Blvd.Tampa FL 33610 Date: January 28.2016 4 WARNING-Verify dWpn parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 verity the applicability of design parameters and property incorporate this design Into the overall wt 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 Qual ly Criteria.DS11-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job T uss Truss Type Qty Ply Alexander Residence T7956399 30100 -CJ2 Jack-Open 1 1 fob Reference(Q,ptiona� East Coast Truss, Ft.Pierce,FL 34946 8.000 s Jan 5 2016 MiTek Industries,Inc.Wed Jan 27 15:53:46 2016 Page 1 ID:EgaSsLNYIVMa3VaPOpmwmOzr7bu-KT7hAH6gZc5LwGLkKhkA4m7oSO_6DykXbb4rWpzr61J -0-7.11 1.10.3 0-7.11 1-10-3 Scale=1.13.7 5.Do 12 3 2x4 I I 2 n d 1 4 IdI� dI 3x4 6 2.50 F12 5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.00 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:8 lb FT=0% LUMBER- BRACING- TOP CHORD 20 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-10-3 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. [MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation Quide. REACTIONS. (lb/size) 3=47/Mechanical,4=16/Mechanical,6=144/0-4-11 (min.0-1-8) Max Horz 6=166(LC 8) Max Uplift 3=76(1_C 8),4=47(LC 8),6=-43(LC 4) Max Grav 3=1 13),4=44(LC 6),6=144(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuh=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 1111 f f will fit between the bottom chord and any other members. `'IV N ���� 5)Refer to girder(s)for truss to truss connections. �� P.Q 6)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 41� ,O. •' ENS"". capacity of bearing surface. �Ci F •.� i 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 76 lb uplift at joint 3,47 lb uplift at joint 4 and 43lb uplift at joint 6. No 68182 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard -tiJ• ; E OFAl- �(t IIIlllt" Joaquin Velez PE N0.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date. January 28,2016 WARNING-Veriry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,111.7473 nine.1WO31201 b 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 far 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/rNt Quaaty Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. lately Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply Alexander Residence T7956400 30700 -CJ3 Jack-Open 1 1 Ell) East Coast Truss. Ft.Pierce.FL 34946 8.000 s Jan 5 2016 MiTek Industries,Inc. Wed Jan 27 15.53:47 2016 Page 1 I D:EgaSsLNYI VMa3Va POprrlwmOzr7bu-oth4Nd6l KvDCY PwxuPF PYzgu8gJ LyP_ggFpO2Gzr611 3-0-7 r 307 -- Scale=1:10.8 2 5.00 12 N t7 N 1 3 3x4 = Jr2. 0 12 3x4 F 2-7-9 2-7-9 0-4-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(ILL) 0.06 4 >593 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.33 Vert(TL) -0.13 4 >273 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:10 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins. BOT CHORD 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=134/0-8-0 (min.0-1-8),2=130/Mechanical,3=3/Mechanical Max Horz 1=91(LC 8) Max Uplift 1=-41(LC 8).2=-91(LC 8) Max Grav 1=134(LC 13),2=140(LC 13),3=7(LC 3) FORCES. (Ib)-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;MVVFRS(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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ��OPQ• VF���j�, capacity of bearing surface. ��, ' C•E•N [� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 41 lb uplift at joint 1 and 91 lb uplift at ,••�,� `S�'•,• joint 2. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. NO 68182 LOAD CASE(S) Standard *. EF •�/� Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 28,2016 G Mll-7473 rev.1010312015 BEFORE USE. WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 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 East Blvd. Tampa,Parke East fabrication.storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T►Il Quallty Criteria,DSB-89 and B 6904 Parke CSI Building Component Tam Safety Information avoiloble from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. P Job Truss Truss Type Q tY Ply Alexander Residence T7958401 301DO -HJ7 Diagonal Hip Girder 1 1 f n ' East Coast Truss,Ft.Pierce.FL 34946 8.0D0 a Jan 5 2016 MiTek Industries,Inc. Wed Jan 27 17:20:43 2016 Page 1 ID:EgaSsLNY1VMa3VaPOpmwmOzr7bu-2MOp3kVfiYZJI?RLII85d?c7 FggbFoXQgHumbzr5v2 9-14 1-1-11 3 e-15 6-7-10 0-9-14 3-13 2.7-3 2-10-11 1x4 I Scale=1:15.7 4 5 15 3.54 F12 2x4 = 14 3 r^ 13 N 2 18 N 12 17 1 16 3x4 1.77 12 8 6x6 = 2x4 = 1-1-11 6-7-10 1-1-11 54-15 Plate Offsets(X Y)— 18:G-3-0 D-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (IDC) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.07 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.11 7-8 >727 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.14 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014ITP12007 (Matrix-M) Weight:27 lb FT=0 LUMBER- BRACING- TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3'Except* MiTek recommends that Stabilizers and required cross bracing 2-8:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=308/1-1-11 (min.0-1-8),5-218/Mechanical,6=95/Mechanical Max Horz 1=142(LC 8) Max Uplift 1=156(LC 8),5=125(1_C 8),6=120(1_C 8) Max Grav 1=326(LC 25),5=313(LC 3),6=95(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-687/334,2-12=-670/336,2-13--709/395,3-13=675/402 BOT CHORD 1-8=-442/648,8-16=-479/678,16-17=483/683,17-18=-478/684,7-18=-486/692 WEBS 4-7=-37/306,3-7=-683/481 NOTES. 1)Wind:ASCE 7-10:Vuh=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.0psf;h=15ft;B=45ft;L=24ft;eave=4111;Cat. 11;Exp D;Encl.,GCpi=0.18:MWFRS(directional);cantilever left and right exposed;and 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, ,,�{ P()V I N �/�� �j♦♦ 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads. . 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 �� ,O�.......... G E N S'�.? ♦♦♦♦ will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. : No 68182 • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 156 lb uplift at joint 1,125 lb uplift at joint 5 and 120 lb uplift at joint 6. 7)"Semi-rigid pitchbreaks including heels"Member and 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)100 lb down and 51 lb up at 1-0-1.123 Its down and 36 lb up at 2-10-4,and 182 lb down and 140 lb up at 3-10-0,and 116 lb down and 94 lb up at 5-8-3 on top414fl, E F w chord,and 24 lb down and 43 lb up at 2-10-4,and at 3-10-0,and 30 lb down and 56 lb up at 5-8-3 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. R1 � 4,9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ..... C?LOAD CASES) Standard N ``%% 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Joaquin Velez PE No.68182 Vert:1-5=70,8-9=-20,6 8=20 MiTek USA,Inc.FL Cert 6634 Concentrated Loads(lb) 6904 Parke East Blvd.Tampa FL 33610 Vert:14=-31(8)16=2(F)18-0(F) Date: January 28,2016 Q WARNING-Verify design paramarers and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MR building design. Bracing indicated 4 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 v4th possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems.see ANSI/TIII Quality Criteria,DSO-89 and ICSI Iulding Component 6904 Parke East Blvd. Safety Inlorma8on available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job TNSS F,,uss.Ty,,—e Qty Ply Alexander ResidenceT7956402 A01GE tructural Gable 1 1 Job (Qptionall East Coast Truss. Ft Pierce,FL 34946 8.000 s Jan 5 2016 MiTek Industries,Inc.Wed Jan 27 15:53:48 2016 Page 1 I D:EgaSsL NYIVMa3VaPOpmwmOzr7bu-GrESbz7w5DL3AZV7R6me4BD6UEfzhpQg3vZyaizr6lH 5-9-6 10-11-0 I 16-0-10 l _ 21-10-0 5-9.6 5-1-10 5-1-10 5-9.6 4x4 = Scale=1 A0.2 1x4 II 3 4 1x4 II 5.00 12 ix4 II 1 x4 \\ 5 2 1x4 II 1x4 II is 6 1 �I 14 3x4 2x4 II 1x4 II 1x4 II 10 II 30 = 3x4 = 13 1211 10 9 8 7 3x4 = 1x4 II 1x4 II 7-5-15 11-6-1 14-4-1 21-10-0 6-11 15 4-0-2 2 10-0 7-5-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip COIL 1.25 TC 0.36 Vert(ILL) -0.05 14-22 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.13 14-22 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.01 13 n/a n/a BCDL 10.0 Code FBC2014rrPI2007 (Matrix-S) Weight: 106 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.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 10-4-0 except(jt=length)1=0-8-0. (lb)- Max Horz 1=197(LC 7) Max Uplift All uplift 100 lb or less atjoint(s)6,8,7 except 1=-248(LC 8).9=364(1-C 8),12=103(LC 17). 13=-317(LC 8) Max Grav All reactions 250 lb or less at joint(s)6,10,8,7,12,6 except 1=494(LC 1),9=474(LC 14), 13=777(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=623/367,2-3=392/315 BOT CHORD 1-14=-230/610 WEBS 3-14=-269/572,2-14=-417/359,5-9=-419/377,3-13=-691/311 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)VVlnd:ASCE 7-10;Vuh-170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=15ft;B=4511;L=24ft;eave=4ft;Cat. ,11111111//f j� II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber USN DOL=1.60 plate grip DOL-1,60 ,�OPQ 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 `�� J ••Ci E N Gable End Details as applicable,or consuft qualified building designer as per ANSI/TPI 1. �� ;•�,� SF••.• �� 4)Plates checked for a plus or minus 0 degree rotation about its center. i 5)Gable studs spaced at 2-0-0 oc. NO 68182 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. -0 8)Provide mechanical connection(by others)of truss to bearing plate capable of wfthstanding 100 Ib uplift at joints)6,8,7,6 except - E OF .' Qt=lb)1=248,9=364,12=103,13=317. 0 O • 9)This truss design requires that a minimum of 7116"structural wood sheathing be applied directly to the top chord and'h'gypsum ;- sheetrock be applied directly to the boftom chord. 4*, O R tj�.••G�,`� LOADCASE(S) Standard �0I BONA%-E%%`% ��f/11111111�, Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 28,2016 4 WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE M I-7473 m.1WO312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design B based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery.erection and brocing of trusses and fruss systems,see ANSUTPII Quality Crtteda,DSO-89 and III Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Alexander Residence T7956403 30100 A02Tru ATTIC 10 i eference(optional) East Coast Truss. Ft.Pierce.FL 34946 8.000 s Jan 5 2016 MiTek Industries,Inc.Wed Jan 27 15:53:49 2016 Pa 1 ID:EgaSsLNYIVMa3VaPOpmwmOzr7bu-k2ogol8YsWfwnj4J?gHtd0171erhOBSzHZIV78zr61 G 41-10 -13 10-11-0 12-5-3 14 0 12 17 8fi 21-10-0 4.1.10 3.7.10 1-7.9 1.6-3 1"6-3 1-7-9 3-7-10 4-1-10 Scale=1.35.9 4x4 = 5 2x4 = 2x4 = 5.00 12 1x4 11 4 8 1x4 I I 7 3 13 1x4 II 1 x4 1 x4 8 a 2 9 1 � I$ 12 11 10 3x8 M18SHS= 3x4 = 4x8 II 3x4 = 3x4 = 3x4= $ 4-1-10 7-9.4 14-0-12 17-8-6 21-10-0 -8 3 7 10 3 7 10 &3-8 3-7-10 4-1-10 Plate Offsets(X Yl- 11 0 1 14 0-0 2) H 0-0-4 Edael f970-2 0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.29 10-12 >914 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.51 10-12 >516 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Attic -0.18 10-12 415 360 Weight:96 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.2`Except` MiTek recommends that Stabilizers and required cross bracing 2-12,8-10,5-13:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. Left 2x4 SP No.3 REACTIONS. (lb/size) 1=1024/"-0 (min.0-1-8),9=1004/0-8-0 (min.0-1-8) Max Horz 1=-197(LC 6) Max Uplift 1=-462(LC 8),9=-450(LC 8) Max Grav 1=1154(LC 14),9=1130(LC 15) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=2202/907,2-3=-1939/731,3-4-1681/731,4-5=-66/334,5-6=-69/336, 6-7=-1675/728,7-8--1949/735,8-9=-2297/959 BOT CHORD 1-12=-740/2128,11-12=475/1745,1 0-1 1=-4 7511 74 5,9-10=-804/2079 WEBS 4-13=-2091/871,6-13=2091/871,3-12=36/457,7-10=-56/492,2-12=-425/290, 8-10=-505/359 NOTES• `,titllllll!!!' 1)Unbalanced roof live loads have been considered for this design. N QP% Qt(N VF 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=oft;Cat. ��� . • •�� 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber ` ,.'�\GE N S�'•� �� DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. No 68182 4)Plates checked for a plus or minus 0 degree rotation about its center. Z k •; 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 fl between the bottom chord and any other members. 441 7)Ceiling dead load(5.0 psf)on member(s).3-4,6-7,4-13,6-13 O F411 8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.10-12 �0• P .' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joints)except(it=lb) �� O R 1.462,9=450. '• •• '' ���� 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'%"gypsum /�� /Q N A sheetrock be applied directly to the bottom chord. 11) Attic room checked for U360 deflection. Joaquin Velez PE No.88182 LOAD CASE(S) Standard MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 28,2016 A 74 s WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1 F 7 rev.1WO312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and is for an individual building component.not a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the e East Blvd. fabrication,storage.delivery,erection and bracing of trusses and truss systems.see ANSI/T►Il Quality Criteria,DSB-89 and BCSI Building Component Tampa,6904 Parke East0 Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Job Truss Truss Type Oly Ply Alexander Residence 77=T795-6404 30100 A03 Common 1 1 Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.000 s Jan 5 2016 MiTek Industries,Inc.Wed Jan 27 15:53:50 2016 Pa 1 Na ID:EgaSsLNYIVMa3VaPOpnmOzr7bu-DEMCOe9AdgbnPtfwzxo69clRV1 HU9jV7 WD22faz%l F 5-9-6 10-11.0 16-0-10 21-10-0 5-9-6 5-1-10 5-1-10 5-9-6 Scale=1:35.8 4x4 = 3 5.00 12 10 \\ 1 x4 2 4 5 1 � I$ 8 7 6 3x4 = 3x4 = 3x4= _ 3x4 = 3x4 6 7-5-15 14-4-1 21-10-0 S-0 6-11 15 6 10 2 7-5-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.13 6-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.24 6-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.06 5 nla nla BCDL 10.0 Code FBC2014/TP12007 (Matrix-S) Weight:93 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 20 SP No.3 MiTek recommends that Stabilizers and required Cross bracing be installed during truss erection,in accordance with Stabilizer Installation Guide. REACTIONS. (lb/size) 1=992/0-8-0 (min.0-1-8),5=974/0-8-0 (min.0-1-8) Max Horz 1=197(LC 7) Max Uplift 1=479(1_C 8),5=-470(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2-1782/900,2-3=1567/855,3-4=1605/873,4-5=1827/922 BOT CHORD 1-8-715/1575,7-8=388/1100,6-7=388/1100,5-6=739/1625 WEBS 3.6-243/571,4-6=392/343,3-8=-216/524,2-8=367/329 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=45tt;L=24f: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. t%J1111111//1 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. %t%% 4 V N V 1 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 �� 11 F� will fit between the bottom chord and any other members. `�� 'S -\-G E N-S----'... 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except In=Ib) 1=479,5-470. 0 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'A'gypsum No 68182 sheetrock be applied directly to the bottom chord. *;� •: LOAD CASE(S) Standard , -ATE OF :(u � .44/ ON AI-E���`• //rrrrr Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 28,2016 Q WARNING•VerNy design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown.and is for an individual building component.not a truss system.Before use,the building designer must 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 ii Building Component 6904 Parke East Blvd, Safety Inlormoiton available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss 7:1-s-s-IT ype �Qty Ply =ionall T7956405 30100 A04 5 East Coast Truss, Ft.Pierce,FL 34946 8.000 s Jan 5 2016 MiTek Industries,Inc. Wed Jan 27 15:53:51 2016 Page 1 ID:EgaSsLNYIVMa3VaPOpmwmOzr7bu-hQwaD 9oO8je11Ei7FJLiprZgRXou6lGltncB1zr61E 1.2.0 1 4-10-8 4-10.8 0.3- 4.10-8 Scale=1:36A 4x4 = 3 5.00 12 3x4 3x4 2 4 0 a 7 6x8 = q 8 6 5 sv 1 2x4 II 1x4 it iq 2.50 F12 C 3x8 = 3x6= 11-2-0 16-0.8 21.10.0 SOOBO 4108 5-18 410-6 5.9.8 Plate Offsets(X Y) 17 0 2 12 0 2 12j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.33 6-7 >803 240 MT20 244/190 TCOL 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0,55 6-7 >474 180 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.30 5 n/a n/a BCDL 10.0 Code FBC2014ITP12007 (Matrix-S) Weight:99 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.2'Except' BOT CHORD Rigid ceiling directly applied. 1-7:2x6 SP No.2 [MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (lb/size) 1=1021/0-8-0 (min.0-1-8),5=944/0-8-0 (min.0-1-8) Max Horz 1=197(LC 7) Max Uplift 1=-493(LC 8),5=-456(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=2620/1222,2-3=-2229/1029,3-4=-2378/1081,4-5=-3207/1514 BOT CHORD 1-8=-1016/2353,7-8=-1037/2399,6-7=-1321/2967,5-6=-1316/2953 WEBS 4-7=-890/558,3-7=-512/1336,2-7=-464/329 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 `1111111111/� 3)Plates checked for a plus or minus 0 degree rotation about its center. ,��� IJ N V 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �' OPC) 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 %% , `G•E•N will fit between the bottom chord and any other members. �� .•'�,� S�•'•• i 6)Bearing at joint(s)1,5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. NO 68182 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ; 1=493,5=456. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum =.D• Cr sheetrock be applied directly to the bottom chord. E OF :• LOAD CASE(S) Standard ��• Q^, : 0R1�. ' N AU ok% �1,j1111111"I" Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cent 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 28,2016 1010 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANLE PAGE MII.7I77 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 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 33610 Job Truss Fllr-u-sls-p'lecial ype �Qty Ply Alexander Residence T7956406 30100 A05 Structural Gable 1 1 East Coast Truss. Ft.Pierce,FL 34946 8.000 s Jan 5 2016 MiTek Industries,Inc.Wed Jan 27 15:53:51 2016 Page 1 ID:EgaSsLNYIVMa3VaPOpmwmOzr7bu-hQwaD 9o08je11Ei7FJLipra4RXAu79GItncB1zr61E 4-4$ 8-1-0 10.11-0 16-M i 21-10-0 5-1-8 5-9-8 Scale=1:38.0 4x4 = 4 5.00 12 3x4 1x4 II 3 2x4= tx4 II 5 2 1x4 II 7 5x8 = 4 x4 6 N 1 2.5o 12 I$ 1 x4 11 1 x4 I I 10 11 93x4 11 12 1t to 04 zz 3x4 = s 7-10-1 __ 1 11-2-0 21-10-0 -6 7-4-10 5 31-0 10-8-0 Plate Offsets(X Y1- [6:0-3 8 Edge LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.26 7-22 >637 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.70 7-22 >237 180 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014ITP12007 (Matrix-S) Weight:97 lb FT=0% LUMBER- BRACING- TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No,2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 7-0-0 except Ut=length)6=0-8-0,9=0.8-0. (lb)- Max Horz 1=197(LC 7) Max Uplift All uplift 100 lb or less at joint(s)1,10,12 except 6=-304(LC 8),11=-211(LC 8),9=-269(LC 8) Max Grav All reactions 2501b or less atjoint(s)1,10,12,1 except 6-606(LC 14),11=304(LC 13),9=738(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=86/269,3-4=-626/332,4-5=690/308,5-0=1661/958 BOT CHORD 8-9=815/338,3-8=-763/291,6-7=-803/1545 WEBS 2-11=-299/265,4-7=013 1 7,5-7=1002/757,3-7-191/803 NOTES. 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuh-170mph(3-second gust)Vasd=132mph;TCDL=9.0psf;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 `,1 I I I 1111#11 DOL=1.60 plate grip DOL-1.60 `��� O j N 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 �� OP Q• , VF�� Gable End Details as applicable,or consult qualified building designer as per ANSIrrPI 1. �� G E N �1- 4)Plates checked for a plus or minus 0 degree rotation about its center. S F '. 5)Gable studs spaced at 2-0-0 oc. N o 68182 6)This truss has been designed for a 10.0 psi 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. ttr 8)Bearing at joint(s)6 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify -9 ; capacity of bearing surface. " -,3,•'T E O F 14/Z' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,10,12,1 except ♦ O 0=Ib)6=304,11=211,9=269. ♦ P , 10) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1W gypsum ♦� O R sheetrock be applied directly to the bottom chord. ♦ ••" �� �� LOAD CASE(S) Standard �`t �N A� Joaquin Velez PE No.68182 MiTek USA,Inc.FL Celt 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 28,2016 4 WARNING-Vw ffy dWgn paramehra and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.1ar03/2015 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 vedfy,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 atways required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication.storage.delivery.erection and bracing of trusses and truss systems.see ANSI/TPII Qual ly Criteda,D$lll and SCSI Building Component Tampa,FL 33610 Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Job Truss Truss Type City Ply AlexandsrResidence T7956407 30100 ADS Roof Special 1 1 _ n fnMinnnll East Coast Truss, Ft.Pierce,FL 34946 8.000 s Jan 5 2016 MiTsk Industries,Inc.Wed Jan 27 15:53:52 2016 Page 1 I D:EgaSsLNYIVMa3VaPOpmwmOzr7bu-9dUzRKA09RrVeBpugyraE l NkertGdY2P_XX9kTzr81 D 44$ 8-1-0 10-11-0 16-0-8 21-10.0 4-4 6 3.8-10 2-10-0 5-1.8 I 5-9-8 Scale=1:37.1 4x4 = 3 5.00 12 3x8 2 2x4 = 0 4 a" a 1 s 5x8= q x4 = 5 ry 1 2.50 12 Io 84x6 I 3x4 = 3x8 II 3x8 = -6 7-9$ 211 1 11-2-0 21-10-0 61 7-3-8 0-3 3.1-0 10-8-0 Plate Offsets(X Y)— (1 0-0-4 EdgeJ 11 0-1-14 0-0-2j (5:0-0-13 0-0-2j,WEdae 0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.26 6-11 >640 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.70 6-11 >240 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.05 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-S) Weight:90 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. 2-8:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 20 SP No.3 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide Left:2x4 SP No.3 REACTIONS, (lb/size) 5=597/0-8-0 (min.0-1-8),8=1039/0-7-0 (min.0-1-8),1=329/0-8-0 (min.0-1-8) Max Horz 1=-197(LC 6) Max Uplift 5=-297(LC 8).8=-477(LC 8),1=175(1-C 8) Max Grav 5=615(LC 14),8=1039(LC 1),1=353(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=663/312,3-4=710/272,4-5=1725/946 BOT CHORD 7-8=-935/485,2-7=914/446,5-6=-795/1607 WEBS 3-6=0/390,4-6=-1023/782,2-6=154/716 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuR=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft:eave=oft:Cat. ,.11111111 t 01, 11;Exp D;Encl.,GCpj=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed:Lumber `��� aU(N VF DOL=1.60 plate grip DOL=1.60 �� OP, • 4""", 3)Plates checked for a plus or minus 0 degree rotation about its center. �� , \C E 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide No 68182 will fit between the bottom chord and any other members. 6)Bearing at joint(s)5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ► 5=297,8=477,1=175. OF 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'M."gypsum i�• p ••�44/; sheetrock be applied directly to the bottom chord. � O R •�C-��%�� LOAD CASE(S) Standard , Joi �O l N Al ��tttlllllll�` Joaquin Velez PE No.68182 MiTek USA,Inc.FL Geri 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 28,2016 0 WARNING-Varity assign Paramsrsrs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111I1-7473 rw.1"312015 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 Welk' 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/T►Il Quality Criteria,D59-89 and SCSI suBding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Fb ' Truss Truss Type Oty Ply Alexander Residence E A07 Roof Special 2 1 East Coast Truss. Ft.Pierce,FL 34946 8.000 is Jan 5 2016 MiTek Industries,Inc.Wed Jan 27 15:53:53 2016 Page 1 I D:EgaS sLNYI VMa3VaPOpmwmOzr7bu-dp2Leg B3wlzMGK05EfMpnEw_MF N?M2 FZC BGjGvzr61 C 1 5 9.6 I 10-11-0 12-1-4 16-5-4 17-0-9 5-9-6 5-1-10 1-2.4 4-4-0 T-12 4x6 I Scale:3/8"=l' 3 2x4 II 4 5.00 12 lx4 11 2 5 CD 6 I� 2x4= 3x4 = qq oy N �1 dl 1D 9 3x6 = 3x4 = 8 3x4 = 3x4 = 6 6-4-8 12-14 16-1-9 1 -5 -6-0 5-10 8 5 8 12 4-0-5 0-3-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.03 10-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.06 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.01 8 n/a n/a BCDL 10.0 Code FBC2014ITP12007 (Matrix-S) Weight:77 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. 4-8.2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=534/0-8-0 (min.0-1-8),8=736/0-7-4 (min.0-1-8),5=243/0-3-0 (min.0-1-8) Max Horz 1=158(LC 7) Max Uplift 1=-258(LC 8).8=-328(LC 8),5=-185(LC 8) Max Grav 1=540(LC 17),8=736(LC 1),5=253(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-748/372,2-3=-685/481 BOT CHORD 1-10=-373/685,7-8=-255/125 WEBS 2-10=-398/358,3-10=-409/735,3-8=-552/238 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=15111;B=45ft;L=24ft;eave=oft;Cat. It: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 111111� 3)Plates checked for a plus or minus 0 degree rotation about its center. ,���` U I N II��I� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � QQ • .. 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 .......... G• •, �'�� will fit between the bottom chord and any other members. ,••�,� S��•.• 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except 011=1b) i 1=258,8=328,5=185. NO 68182 �. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 11W gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard "�• 1 E OF W O•• :� . •. `` Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 28,2016 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,111.7472 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek@ connectors.This design is based only upon parameters shown.and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 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 33610 Job Truss Truss Type Qty JPly AlexanderResiden T795ti409 30100 IA08GE Common Supported Gable 1 1 u Fill East Coast Truss. Ft.Pierce.FL 34946 8.000 s Jan 5 2016 MiTak Industries,Inc.Wed Jan 27 15:53:53 2016 Papa 1 I D:EgaSsLNYIVMa3VaPOpmwmOzr7bu-dp2LegB3wtzMGK05EfMpnEw?VFQNM7bZCBGjGvzr61 C 10-11-0 12-1-4 12- 10-11.0 1-2a1 12 4x4= Scale=1:31.4 6 2x4 II tx4 II 7 8 5 5.00 t2 1x4 I) 4 ix4 II 3 1x4 II 2 1 3x4= 15 14 13 12 11 10 9 2x4 II 10 II 1x4 II 10 II 3x4 = 1x4 II 1x4 II 12-1-4 12 1-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.00 7 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.00 7 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) -0.00 9 n/a n/a BCDL 10.0 Code FBC2014ITP12007 (Matrix) Weight:64 Ito FT=0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 11-7-4. (lb)- Max Horz 1-404(LC 7) Max Uplift All uplift 100 lb or less at joint(s)1,10,14 except 9=-168(LC 8),11--109(LC 8),13-120(LC 8), 15=-171(LC 8) Max Grav All reactions 250lb or less atjoint(s)1,9,10,11,13,14 except 15-289(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=287/164,2-3=-252/129 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=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 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 OP Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. ��` au N 4 Plates checked fora plus or minus 0 rotation about its center.degree 5)Gable studs spaced at 2-0-0 oc. g G�E N 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 No 68182 will fit between the bottom chord and any other members. Z *;• 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,10,14 except * - (jt=lb)9=168,11=109,13=120,15-171. =-�• /" 9)N/A -ATE OF 10)"Semi-rigid pitchbreaks including heats"Member end fixity model was used in the analysis and design of this truss, ;O LOAD CASE(S) Standard O R 1 O P ���` �0 N A 1111111111101 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date: January 28,2016 AWARNING-Verify d*Wgn paramefera and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Will-7473 mv.1 SVZ7015 BEFORE USE. Design valid for use only vrith MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For generol guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems.see ANSUT►Ill Guaflly CrIterta,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandra,VA 22314. Tampa,FL 33610 Job Truss Truss Type Dty Ply aexand.rResidence T795W 10 30100 BOt Roof Special 1 1 East Coast Truss, Ft.Pierce,FL 34946 8.000 a Jan 5 2016 MiTek IndusVtes,Inc.Wed Jan 27 15:53,54 2016 Page 1 ID:EgaSsLNYIVMa3VaPOpmwmOzr7bu-5?cjsOChh35DuUzHoNt2KST46fZr5SYiRrOGoMzr61B 2-5-0 5-0-1 7-10-1 12-11-9 18-9-1 2.5.0 5.0-1 2-10-0 5.1.8 5 Scale=1:34.6 4x4 = 4 5.00 12 3x4 3 2x4 = 5 4.6 e 2 7 5x8 = 4 X4= 8 N 2.50 F12 la 11 10 9 3x8 II 3x4= 3x8 = 10-10 4 8 9 1 8 1-1 18-9-1 1010 3-915 0-3 3-1-0 10.8-0 Plate Offsets jX Y1- 16:0.0-13 0.0 21 LOADING (psf) SPACING- 2-0-0 CSI, DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.26 7-14 >639 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 SC 0.91 Vert(TL) -0.70 7-14 >238 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-S) Weight:92lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. 3-9:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 [be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-8-0 except(jt=length)11=1-2-2,9=0-7-0,10=0-3-8. (lb)- Max Horz 11=-270(LC 6) Max Uplift All uplift 100 lb or less at joint($)10 except 6=-300(LC 8),11=355(LC 8),9=357(1-C 8) Max Grav All reactions 250 lb or less atjoint(s)10 except 6=607(LC 14),11-282(LC 17),9=901(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=624/319,4-5=681/291,5-8=-1689/957,2-11=-334/414 BOT CHORD 8-9=868/384,3-8-814/332,6-7--804/1573 WEBS 4-7=0/322,5-7=-1022/773,3-7-195/797 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuk=170mph(3-second gust)Vasd-132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=41t;Cat. 11;Exit 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=1.60QvIN 3)Plates checked for a plus or minus 0 degree rotation about its center. ,� Op. • •...,• (� Imo, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `- , •'G E N 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 ♦% ;��,� SF•'.• �i� will fit between the bottom chord and any other members. 6)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify NO 68182 :• capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10 except(lt=lb) 6-300,11=355,9=357. -p' 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'h"gypsum .0 sheetrock be applied directly to the bottom chord. � O: E O F LOAD CASE(S) Standard ,•O R 10 P� %♦♦ �ONAL�o , itt Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd,Tampa Fl-33610 Date: January 28,2016 4 WARNING•Vorlry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M I-7473 rev,10/03/2015 BEFORE USE. Nil Design valid for use only with MTek®connectors.This design 4 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 ANSt/RIl Quality Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Informaffon available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandra,VA 22314. Tampa.FL 33610 J3o O ander Residence T795411 ob Truss 7,puss Type East Coast Truss, Ft.Pierce,FL 34946 8.000 s Jan 5 2016 MiTek Industries,Inc.Wed Jan 27 15:53:55 2016 Page 1 I D:EgaSsLNYIVMa3VaPOprrlwmOzr7bu-ZC953MDJSMD3VeXTM4OHsf?HV2y9gyasgMpKozr6IA 2-2-5 1 6.13 2-5-13 6-3-13 10-5-13 I 15-3-13 -2-5 1-6-123 0. 11-0 3-10-0 4-2-0 4-10-0 1 2- Scale=1:29.8 5x5= 5x5 = 5.00 12 4 16 5 2x4 II 4x4% 3 2 2x4= 6 e 8 6 ,n 3x4 = Sx8 = 7 x4 2.50 12 I{ 0 12 11 3x4= 3x6 11 3x4= 1-6-13 I 2-7.6 I 6-811 15-3-13 _ ' 1-6 13 t-0.9 4-0 13 8-7-9 Plate Offsets(X Yt— 15.0-2-9 0-2J 18.0-2-12 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.12 8-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.33 8-15 >503 180 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2014ITP12007 (Matrix-S) Weight:82 lb FT=0% LUMBER. BRACING- TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied. 3 2x4 No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4x4 SP No.3.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 1-6-13 except(jt=length)7=0-8-0. (Ib)- Max Horz 12=-305(LC 6) Max Uplift All uplift 100 lb or less at joint(s)except 7=311(LC 8),12=-486(LC 4),10-106(LC 5),11=131(LC 9) Max Grav All reactions 250 lb or less at joints)12 except 7=600(LC 14),10=729(LC 14),11=523(LC 6), 11=261(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 4-16--893/567,5-16=-893/567,5-6--1044/544,6-7=-1748/1012,2-12=-48/438 BOT CHORD 7-8=865/1614 WEBS 4-10=-737/309,6-8=-711/555,2-11=-535/139,4-8=-347/905 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuh=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf:BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat. IN 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 ��� , •'G E N•'•• 3)Provide adequate drainage to prevent water ponding. �� .••�,� `SF••.• �i 4)Plates checked for a plus or minus 0 degree rotation about its center. i 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 68182 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s)7,10 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. E OF 8)Provide mechanical connection b others of truss to bearing late capable of withstanding 311 Ito uplift at joint 7,486 lb uplift at ;. ( Y ) 9 P P 9 joint 12,106 lb uplift at joint 10 and 131 lb uplift at joint 11. 9)This truss design requires that a minimum oi7116"structural wood sheathing be applied directly to the top chord and r4"gypsum O 8 •.•`� ,� sheetrock be applied direct) to the bottom chord. PP Y � LOAD CASE(S) Standard ,����H11111111, Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date: January 28,2016 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M167473 raw.1WO312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTOW 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 Warta,DSB-89 and III Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Alexander Residence T795W 12 Job 30100 803 pecial 1 1 East Coast Truss, Ft.Pierce,FL 34946 8.000 s Jan 5 2016 MiTek Industries,Inc. Wed Jan 27 15:53:55 2016 Pape 1 I D:EgaSsLNYIVMa3VaPOpnnvmOzr7bu-ZC953MDJSMD3VeXTM4OHsf?Ee2_MgvesgVlpKozBIA -1-10-10 0-1 4-11-9 11.11-9 1-10 4-11-9 7-0.0 Scale:1n7=1' 3x4 5x5 = 1 2 11 3 5.00 12 N 5 3x6 = ,n 5x5= q N I$ 7 Verticals that are extended below a chord forming a"Leg Down"condition, are not designed to resist lateral forces between the truss and the support. 2.50 L12 Additional design considerations(by others)are required to transfer these forces to the appropriate lateral force resisting elements. 3x4 = (Typical for all applicable"Leg Down"trusses in this job) 5.4.0 I 11.11-8 5.4-0 6-7-9 - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.13 5-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.19 5-10 >729 180 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.14 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-S) Weight:53 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 20 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing 2-7:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=520/0-8-0 (min.0-1-8),7-68610-3-8 (min.0-1-8) Max Horz 7=-283(LC 6) Max Uplift 4=-235(LC 8).7=-502(LC 4) Max Grav 4-520(LC 14),7=686(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 6-7=-686/502,2-6=-310/353,2-11=-276/66,3-11=-276/66,3-4-1193/426 BOT CHORD 5-6=253/948,4-5=27711065 WEBS 3-6=10271556,3-5=221426 NOTES- 1)Wind:ASCE 7-10:Vuh=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.0psf;h=15ft;8=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)Provide adequate drainage to prevent water ponding. `1111 1 1 t f t t�►/ 3)Plates checked for a plus or minus 0 degree rotation about its center. `�.� U j N V 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� OP 4 •, - 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 E N will fit between the bottom chord and any other members. ` •�\C S •. 6)Bearing at joint(s)4,7 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. No 68182 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 235 lb uplift at joint 4 and 502 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 Y"gypsum -fl• /% sheetrock be applied directly to the bottom chord. E OF LOAD CASE(S) Standard ONAL N' //ftttttt►11t1 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cent 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 28,2016 4 WARNING•vanity daslyn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.1WO312015 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 true 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/r►Il Quality Criteria,DS11•89 and BCSI BuBding Component 6904 Parke East Blvd. Safety Informallon available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Abxander Residence E1641 30100 B04G Roof Special Girder 1 1 In1.Csrs.anna rnnfinnals East Coast Truss, Ft.Pierce.FL 34946 8.000 a Jan 5 2016 MiTek Industries,Inc.Wed Jan 27 15:53:56 2016 Pa Qs 1 ID:EgaSsLNYIVMa3VaPOpf wnOzr7bu-1 OjTGIDxCgLw7o6tvovWPtYPcSLRZOw7u9VNtEzr619 -1-7-15 I 3-6-5 �-5 ' 1.7-15 3-6-5 5.0-0 Scale=1:20.0 2x4 11 4x4= 1 2 11 3 5.00112 Li n v, 3x4 = 12 5 4. d 5x5 = d d $ 1 7 1 2.50112 3x4 3.10-12 8-6-5 3 10 12 4 7-9 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.06 5-10 >999 240 MT20 244/190 TCOL 15.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.08 5-10 >999 180 BCLL 0.0 Rep Stress Incr NO VVB 0.27 Horz(TL) 0.07 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:38 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-10 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-8-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4-452/0-8-0 (min.0-1-8),7=64910.3-8 (min.0-1-8) Max Horz 7=206(LC 6) Max Uplift 4=-239(LC 8),7=-524(LC 4) Max Grav 4-465(LC 26),7=649(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 6-7--649/524,2-6=279/336,3-4=-1132/549 BOT CHORD 6-12--382/919,5-12=-382/919,4-5=-450/1043 WEBS 3-6=983/544,3-5=-206/382 NOTES- 1)Wind:ASCE 7-10;Vuft=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 ,``111111111j1� 2)Provide adequate drainage to prevent water ponding. �� QU j N VF 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. `�� G E N 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 •� `S 41 will fit between the bottom chord and any other members. 6)Bearing at joints)4,7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify „ No 68182 capacity of bearing surface. *;• k 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 239 lb uplift at joint 4 and 524 lb uplift at joint 7. 8)'Semi-rigid pftchbreeks including heels"Member end fixity model was used in the analysis and design of this truss. E OF •: 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)340 lb down and 182 lb up at 0' 3-6-5 on top chord,and 88 lb down and 161 lb up at 3-6-5 on bottom chord. The design/selection of such connection device(s)is �� P,• the responsibility of others. O R O•' C-)\ 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). •" ``�� LOAD CASE(S) Standard ,'111111I 111111` 1)Dead+Roof Live(balanced):Lumber Increase-1.25,Plate Increase=1.25 Joaquin Velez PE N0.68182 Uniform Loads(pl8 MiTek USA,Inc.FL Celt 6634 Vert:1-2-70,2-3=-70,3-4=-70,5-6-20.5-8=-20 6904 Parke East Blvd.Tampa FL 33610 Date: January 28,2016 ss. .A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1140-7473 m.1WO312015 BEFORE USE. Design valid for use only with Mnek®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 ANSUT►11 Quality Criteria,0511-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information availabk from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 s Job Truss Truss Type City Ply Alexander Residence T7956413 30100 BUG Root Spacial Girder 1 1 East Coast Truss, Ft.Pierce,FL 34946 8.000 s Jan 5 2016 MiTek Industries,Inc.Wed Jan 27 15:53:56 2016 Page 2 1 D:EgaS sL NYI VMa3Va P 0 p mwmOzr7bu-10jTGiDxCg Lw7o6fvovW PtYPcS LRZOw?u9VNtEzr619 LOAD CASE(S) Standard Concentrated Loads(lb) Vert:3=132(8)12--88(B) WARNING-Vanity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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.erectlon and bracing of trusses and truss systems,see ANSI/T►Il Quality Criteria,DSl-19 and 6CSI building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION A Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property q Injury (Drawings not to scale) Damage or Personal In offsets are indicated. g 1 ry Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 1 cl-2 c2-3 2. Tens bracing must be designed by an engineer.For 0-/1 G 4 wide truss spacing,individual lateral braces themselves WEBS c3.9 may require bracing,or alternative Tor I m j y, d p bracing should be considered. - O U 3 ��3 o Ub C 3. Never exceed the design loading shown and never rL ° u U stack materials on inadequately braced trusses. O a' 4. Provide copies of this truss design to the building Fordesigner,erection supervisor,property owner and plates 4 x 2 orientation,locate c$ BOTTOM CHORDS' csa all other interested parties. plates 0-nay from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TP1 1. Connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 1996 at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-131 1,ESR-1352,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead bad deflection. the length parallel to Slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior Ono (supports)occur. Icons vary but ©2012 MiTekO All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. �_rp 18.Use of green or treated lumber may pose unacceptable RNenvironmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TP11: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component SafetyInformation, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ' e ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet:MII 7473 rev. 10/93/2015