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1251 SELVA MARINA CIR - TRUSSES V CHRISTOPHER C. KATHE, INC. Consulting Structural Engineer OFFICE COPY 420 Osceola Avenue• Jacksonville Beach,Florida 32250 • Phone: (808) 217-4707 To: William Leuthold Architect, Inc. Date: August 09, 2017 2742 Herschel Street Re: Budnick Residence Jacksonville, Florida 32205 Job No.: E17-035 Attn: Bill Leuthold Submittal No.: We Are Sending: The Following: x Herewith _ Original Tracings x Shop Drawings _ Letter Mailed via Priority Mail _ Plans _ Structural Sketch _ Report x E-Mailed _ Specifications _ Addendum _ Disk No. of Copies Description/Action/Remarks 1 set PDF files of preengineered floor truss and roof truss layout shop drawings, as prepared by Builders First Source, "Approved As Noted", dated 08/09/2017, for local blueprinting and building permit submittal, via e-mail. Bill, Please print 3sets of color hard copies of the "Approved As Noted"preengineered floor truss and roof truss shop drawings for building permit submittal. Chris These Are: _ For Approval _ For Review Returned _ With Action as Indicated x For Your Use _ For Your File x As Requested x For Building Permit Submittal By: Christopher C. Kathe Copies To: 1 111 imtitititi■i Nit Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. OFFICE COPY Milek RE: 1105571 - MiTek USA, Inc. 6904 Parke East Blvd. Site Information: Tampa, FL 33610-4115 Customer Info: Durham Building Materials Project Name: 1105571 Model: Budnick Lot/Block: 1251 Subdivision: Selva Marina Circle Address: 1251 Selva Marina Circle City: Jacksonville J 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/T 12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 140 mph IOK. 130 MPH REQUIRED I Roof Load: 35.0 psf Floor Load: 55.0 psy This package includes 125 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T11800314 CJ01 8/9/17 18 T11800331 CJ16 8/9/17 2 T11800315 CJ01A 8/9/17 19 T11800332 I CJ17 8/9/17 3 T11800316 CJO2 8/9/17 20 T11800333 I CJ17A 8/9/17 4 T11800317 CJO3 8/9/17 21 T11800334 I CJ18 8/9/17 5 T11800318 CJO4 8/9/17 22 T11800335 I CJ19 8/9/17 6 T11800319 CJO5 8/9/17 23 TI 1800336 I CJ20 8/9/17 7 TI 1800320 CJO6 8/9/17 24 TI 1800337 I CJ22 8/9/17 8 T11800321 CJO7 8/9/17 25 T11800338 I CJ23 8/9/17 9 TI 1800322 CJO8 8/9/17 26 TI 1800339 I CJ24 8/9/17 10 TI 1800323 CJO9 8/9/17 27 TI 1800340 I CJ25 8/9/17 11 T11800324 CJ10 8/9/17 28 T11800341 I CJ26 8/9/17 12 T11800325 CJ11 8/9/17 29 T11800342 I CJ27 8/9/17 13 T11800326 CJ12 8/9/17 30 T11800343 I CJ28 8/9/17 14 T11800327 CJ12A 8/9/17 31 T11800344 I CJ29 8/9/17 15 T11800328 CJ13 8/9/17 32 T11800345 I CJ30 8/9/17 16 T11800329 CJ14 8/9/17 33 T11800346 I CJ31 8/9/17 17 T11800330 CJ15 8/9/17 34 T11800347 I CJ32 8/9/17 The truss drawing(s)referenced above have been prepared by ����`'" S I s,,,,,, MiTek USA,Inc.under my direct supervision based on the parameters �. J . F •e, , provided by Builders FirstSource-Jacksonville. ..�\C E N 5�.,•• % Truss Design Engineer's Name: Lee, Julius No 34869 •. 1. My license renewal date for the state of Florida is February 28,2019. _ * * :* = IMPORTANT NOTE:The seal on these truss component designs is a certification O F that the engineer named is licensed in the jurisdiction(s)identified and that the O . :44./ designs comply with ANSI/I-PI 1. These designs are based upon parameters i�T�.-i O R \O P,.'., . shown(e.g.,loads,supports,dimensions,shapes and design codes),which were i, r? • given to MiTek. Any project specific information included is for MiTek's customers ,,SS/ •......•E��/-‘, file reference purpose only,and was not taken into account in the preparation of ii,,�0N A,,�`‘` these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer Julius Lee PE No.34869 should verify applicability of design parameters and properly incorporate these designs MiTek USA,Inc.FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 d Dec August 9,2017 Lee,Julius 1 of 3 u V1 RE: 1105571 - Site Information: Customer Info: Durham Building Materials Project Name: 1105571 Model: Budnick Lot/Block: 1251 Subdivision: Selva Marina Circle Address: 1251 Selva Marina Circle City: Jacksonville State: Florida No. Seal# Truss Name Date No. Seal# Truss Name Date 35 T11800348 CJ33 8/9/17 78 T11800391 T23 8/9/17 36 111800349 CJ34 8/9/17 79 T11800392 T24 8/9/17 37 T11800350 CJ35 8/9/17 80 T11800393 T25 8/9/17 38 T11800351 EJ01 8/9/17 81 T11800394 T26 8/9/17 39 T11800352 EJ01G 8/9/17 82 T11800395 T27 8/9/17 40 T11800353 EJ02 8/9/17 83 T11800396 T28 8/9/17 41 T11800354 EJ03 8/9/17 84 T11800397 T29 8/9/17 42 T11800355 EJ04 8/9/17 85 T11800398 T30 8/9/17 43 T11800356 EJO4G 8/9/17 86 T11800399 T31 8/9/17 44 T11800357 EJ05 8/9/17 87 111800400 T32 8/9/17 45 T11800358 EJO6 8/9/17 88 T11800401 T33 8/9/17 46 T11800359 EJO6A 8/9/17 89 T11800402 T34 8/9/17 47 T11800360 EJ07 8/9/17 90 T11800403 T35 8/9/17 48 T11800361 EJ08 8/9/17 91 T11800404 T36 8/9/17 49 T11800362 EJ09 8/9/17 92 T11800405 T37 8/9/17 50 T11800363 HJ01 8/9/17 93 T11800406 T38 8/9/17 51 111800364 HJO2 8/9/17 94 111800407 T39 8/9/17 52 T11800365 HJO3 8/9/17 95 T11800408 T40 8/9/17 53 T11800366 HJO4 8/9/17 96 T11800409 T41 8/9/17 54 111800367 HJO5 8/9/17 97 T11800410 TF01 8/9/17 55 T11800368 HJO6 8/9/17 98 T11800411 TF02 8/9/17 56 T11800369 HJO7 8/9/17 99 T11800412 TF03 8/9/17 57 T11800370 T01 8/9/17 100 T11800413 TF04 8/9/17 58 T11800371 T02 8/9/17 101 T11800414 TF05 8/9/17 59 111800372 T04 8/9/17 102 T11800415 TF06 8/9/17 60 T11800373 105 8/9/17 103 T11800416 TF07 8/9/17 61 T11800374 T06 8/9/17 104 T11800417 TF08 8/9/17 62 T11800375 T07 8/9/17 105 T11800418 TF09 8/9/17 63 111800376 108 8/9/17 106 111800419 TF10 8/9/17 64 T11800377 109 8/9/17 107 111800420 TF10A 8/9/17 65 111800378 T10 8/9/17 108 T11800421 TF11 8/9/17 66 T11800379 T11 8/9/17 109 T11800422 TF11A 8/9/17 67 T11800380 T12 8/9/17 110 T11800423 TF12 8/9/17 68 T11800381 T13 8/9/17 111 111800424 TF12A 8/9/17 69 111800382 T14 8/9/17 112 111800425 TF13 8/9/17 70 T11800383 T15 8/9/17 113 T11800426 TF14 8/9/17 71 T11800384 T16 8/9/17 114 T11800427 TF15 8/9/17 72 111800385 T17 8/9/17 115 T11800428 TF16 8/9/17 73 111800386 T18 8/9/17 116 T11800429 TF17 8/9/17 74 111800387 T19 8/9/17 117 T11800430 TF18 8/9/17 75 111800388 T20 8/9/17 118 111800431 TF19 8/9/17 76 T11800389 T21 8/9/17 119 111800432 TF20 8/9/17 77 111800390 T22 8/9/17 120 111800433 TF21 8/9/17 2 of 3 RE: 1105571 - Site Information: Customer Info: Durham Building Materials Project Name: 1105571 Model: B nick Lot/Block: 1251 Subdivision: Selva Marina Circle Address: 1251 Selva Marina Circle City: Jacksonville State: Florida No. Seal# Truss Name Date 121 T11800434 TF22 8/9/17 1 122 1T11800435 1 TF23 18/9/17 1123 jT11800436 1TF24 18/9/17 f 1124 1T11800437 1 TF25 18/9/17 1125 1T11800438 I TF26 18/9/17 J o Reviewed o Rejected *Approved as Noted o Revise and Resubmit o Submit Specific Item This review is for general compliance with the design concept given in the Contract Documents. The corrections and comments on this review does not relieve Contractor from compliance with the requirements of the plans and specifications. Contractor is responsible for dimensions to be confirmed and correlated at the job site; information for the fabrication processes or to the means, methods, techniques, sequences and procedures of construction; coordination of their work with all trades; and performing work in a safe and 1. SEE STRUCTURAL SHEET 8.15 AND VARIOUS WALL SECTIONS AND DETAILS FOR REQUIRED UPLIFT CONNECTORS. 3 o1 3 Job Truss Truss Type Qty Ply 1— 711800314 1105571 CJO1 Jack-Open 30 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc.Wed Aug 09 13:39:58 2017 Page 1 ID:4odighex2zQRMfjTdV7Pj BysSrj-Pfon_gBeg0J719V UVxuDGPJODYkcmuKaAF6pnJypaM F 1-0-0 1-0-0 1 3x4(lips 12 ' Scale=1:15.1 2 1 1 N N N Adequate Support Required 4 3 2x4 I 1-0-0 1-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.35 Vert(LL) 0.00 4 >999 240 MT20 244/190 TCDL 10.0 OK Lumber DOL 1.00 BC 0.09 Vert(TL) 0.00 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 4 n/a n/a BCDL 5.0 I Code FBC2014/TPI2007 (Matrix-M) Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=29/Mechanical,2=25/Mechanical,3=5/Mechanical Max Horz 2=-102(LC 10) Max Uplift4=-122(LC 9),2=-93(LC 10),3=-57(LC 10) Max Gray 4=106(LC 16),2=47(LC 9),3=35(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (8) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3 except(jt=lb) 4=122. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. t � A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Ml l;� 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 ANStITPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job 4/ Truss Truss Type Qty Pty T11800315 1105571 CJ01A ROOF TRUSS 2 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:39:58 2017 Page 1 ID:4odighex2zQ RMf)TdV7Pj BysSrj-Pfon_g8eg0J719VUVxuDGPJODYkcmuKaAF6pnJypaMF 1-0-0 1-0-0 1 3x4!125 12 Scale=1:15.1 2 \/ t/3/1 t a w Adequate Supp$rt Required3 2x4 1-0.0 1-0-0 LOADING(psf)� SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 60. Plate Grip DOL 1.00 TC 0.35 Vert(LL) 0.00 4 >999 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.09 Vert(TL) 0.00 4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=72/Mechanical,2=66/Mechanical,3=5/Mechanical Max Horz 2=-102(LC 10) Max Uplift4=-122(LC 9),2=-85(LC 10),3=-56(LC 10) Max Grav4=129(LC 21),2=68(LC 20),3=35(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (8) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Encl.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3 except(jt=lb) 4=122. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. � 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note 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 ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 711800316 1105571 CJ02 Jack-Open 30 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:39:59 2017 Page 1 ID:4odighex2zQRMfjTdV7PjBysSrj-urM9B09GbJR_MJ4g3ePSpcsZ?y28V LakPvsNJlypaME 3-0-0 -H 3-0-0 0.25 12 Scale=1:15.2 t 2 3x4 II Cs l.? N 3 Adequate Support Required 4 2x4 I F I 3-0-0 3-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.35 Vert(LL) 0.02 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.20 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=98/Mechanical,2=80/Mechanical,3=18/Mechanical Max Horz 2=-100(LC 10) Max Uplift4=-115(LC 9),2=-100(LC 8),3=-51(LC 8) Max Grav4=98(LC 1),2=80(LC 1),3=41(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (8) 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces 8,MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb)4=115 ,2=100. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 1 Job N Truss Truss Type Qty Ply 711800317 1105571 CJO3 Jack-Open 14 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7640 s Apr 19 2016 MiTek Industries,Inc.Wed Aug 09 13:39.59 2017 Page 1 ID:4odighex2zo RMfjTdV7PjBysSrj-urM9B09GbJR_MJ4g3ePSpcsbWy?9VLakPvsNJIypaME I 3-9-12 I 4-4-12 I 5-0-0 3-9-12 0-7-0 0-7-4 2x4 II 0.25 12 2x4 11 2x4 11 Scale=1:15.6 1 2 3 4 A Il 11 ■1II ■�s i _N 4 2x4= II 11.1 10 62x4 115 Adequate Support Required 2x4 11 11 2x4 3-9-12 I 4-4-04-+12 5-0-0 I 3-9-12 0-6-404-12 0-7-4 LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.25 I Vert(LL) 0.02 10-11 >999 240 MT20 244/190 TCDL 10.0 1 Lumber DOL 1.00 BC 0.39 1 Vert(TL) 0.02 10-11 >999 180 BCLL 0.0 ' I Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 11 n/a n/a BCDL 5.0 I Code FBC2014/TPI2007 (Matrix-M) Weight 23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. 2-10,3-6:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings Mechanical except(jt=length)8=0-5-8. (Ib)- Max Horz 8=110(LC 9) Max Uplift All uplift 100 lb or less at joint(s)4,5 except 11=-155(LC 8),8=-358(LC 8) Max Gray All reactions 250 lb or less at joint(s)11,4,5 except 8=296(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 8-9=-74/256,3-7=-97/277 NOTES- (8) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Encl.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5 except(jt=lb) 11=155,8=358. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. I t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 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,not1111 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 ANSVTPI1 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 38610 Job Truss Truss Type Qty Ply 1— • T11800318 1105571 CJO4 Jack-Open 12 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc.Wed Aug 09 13:40:00 2017 Page 1 ID:4odighex2zQRMfjTdV7PjBysSrj-M1wX0M9vMdZr SfsdLwhLgOfgLEIEmStdZbwsCypaMD I 3-9-12I 4-4-12 I 7-0-0 3-9-12 0-7-0 2-7-4 6x83.25 12 3x6= Y Scale=1:15.4 14x6 I 2 3 4 e e m _N a _ ., A N N N e N O Cl? e x6 = O X 12 11 72x4 II 6 5 3x4 I I 4x6 I I 3x4= I 3-9-12 1 4-40 4 12 7-0-0 I 3-9-12 0-6-4 0-0-12 2-7-4 Plate Offsets(X,Y)— [11:Edge,0-3-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.00 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(TL) 0.00 7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.15 Horz(TL) 0.01 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:33 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 8-8-13 oc bracing:10-11 10-0-0 oc bracing:5-6. REACTIONS. (lb/size) 4=40/Mechanical,5=-134/Mechanical,9=570/0-5-8 Max Horz 9=111(LC 9) Max Uplift4=-48(LC 12),5=-134(LC 1),9=-726(LC 8) Max Grav4=40(LC 1),5=170(LC 8),9=570(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-703/246 BOT CHORD 2-10=-331/730,9-10=-248/906,8-9=-248/610,3-8=-199/483,6-7=-177/514 WEBS 3-6=-722/249 NOTES- (8) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb)5=134 ,9=726. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. t t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. INN 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 braong Mile k* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITfP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available front Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 711800319 1105571 CJO5 Jack-Open 7 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc.Wed Aug 09 13:40:00 2017 Page 1 I D:4odighex2zQRMfjTdV7PjBysSrj-M 1 wXOM9vMdZr_SfsdLwhLqOaeLHFEnOtdZbwsCypaMD 3-9-12 ) 4-4-12 9-0-0 3-9-12 0-7-0 4-7-4 0.25 FIF Scale=1:18.8 5x6 I I 4x8 4x6 11 2 3 4 1 ' • N N :oeI: y 3x4= 4x6 = 2x4 II 3x4 = 4-4-12 3-9-12 3-1 1 9-0-0 3-9-12 2 4-7-4 0.64 Plate Offsets(X,Y)— f10:Edge,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.99 Vert(LL) 0.05 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.65 Vert(TL) 0.05 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight 43 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=104/Mechanical,9=513/0-5-8,5=-1/Mechanical Max Horz 9=113(LC 9) Max Uplift4=-110(LC 12),9=-650(LC 8),5=-72(LC 11) Max Grav4=104(LC 1),9=513(LC 1),5=39(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-526/191 BOT CHORD 9-10=-254/80,2-9=-308/716,8-9=-135/306 NOTES- (8) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.II;Exp D;Encl.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb)4=110 ,9=650. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. t � A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. • Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M 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 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 38610 • Job Truss Truss Type Qty Ply r i 711800320 1105571 CJO6 Jack-Open 2 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc.Wed Aug 09 13:40:01 2017 Page 1 ID:4odighex2zQ RMfiTdV7PjBysSrj-gEUvciAX7xhiccE3B3Rwu 1 xyvlmZzF41 sDLUOeypaMC F0-5-8 j 3-0-12 { 0-5-8 2-7-4 0.25 12 Scale=1:15.6 1 S 2 / r xP= 4 _N - N_ aS 2 aS N N 4X8= A 8 . 5 1(� 42x4 II I 3-0-12 I 2-7-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.13 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.07 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 2=75/Mechanical,3=21/Mechanical,6=72/0-4-12 Max Horz 6=4(LC 8) Max Uplift2=-77(LC 8),3=-4(LC 8),6=-57(LC 8) Max Gray 2=75(LC 1),3=38(LC 3),6=72(LC 1) . FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (9) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)6 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)2,3,6. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. la 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 ANSUTPI1 Quality CMeria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 1 Job '5 Truss Truss Type IQty 'Ply T11800321 1105571 CJO7 Jack-Open 11 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 1340,01 2017 Page 1 I D:4odighex2zQ RMfjTdV7PjBysSrj-q EUvciAX7xhiccE3B3Rwu 1 xul IjWzF41 sDLUOeypaMC 0-5-8 I 5-0-12 0-5-8 4-7-4 0.25 12 Scale=1:16.4 5x8 = 1 2 ,c.6) 4x6 = 6 3 _ 5 a,- 4 3x4= 5-0-12 4-7-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) 0.04 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.27 Vert(TL) -0.05 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.07 2 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight 20 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-12 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 2=129/Mechanical,3=38/Mechanical,6=141/0-4-12 Max Horz 6=7(LC 8) Max Uplift2=-133(LC 8),3=-6(LC 8),6=-114(LC 8) Max Grav2=129(LC 1),3=68(LC 3),6=141(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-5=-121/282 NOTES- (9) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)6 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)3 except(jt=lb)2=133 ,6=114. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent braang MiTe k" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 1-1 T11800322 1105571 CJO8 Jack-Open 4 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13,40:02 2017 Page 1 I D:4odighex2zQ RMf1TdV7Pj BysSrj-IQ2Hp2B9uEgZDmoFkmy9RFT5e91 eiiJA5t41 w4ypaM B 3-9-12 4-4-12 I 5-0-0 3-9-12 0-7-0 0-7-4 025 12 2x4 I I 2x4 II n Scale=1:15.2 1 2 3 4 2x4 II �//%\ ) 8 - N • N N —2x4 = • 2x4= 5 10 62x4 H Adequate Support Required 2x4 II 11 2x4 3-9-12 4-4-0 4-4-12 5-0-0 3-9-12 0-6-4 0-d-12 0-7-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.26 Vert(LL) 0.02 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.40 Vert(TL) 0.02 10-11 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 11 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix-M) Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except BOT CHORD 2x4 SP No.2`Except* end verticals. 2-10,3-6:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings Mechanical except(jt=length)8=0-5-8. (Ib)- Max Horz 8=118(LC 9) Max Uplift All uplift 100 lb or less at joint(s)4,5 except 11=-153(LC 8),8=-362(LC 8) Max Gray All reactions 250 lb or less at joint(s)11,4,5 except 8=301(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 8-9=-67/316,3-7=-103/295 NOTES- (8) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5 except(jt=lb) 11=153,8=362. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. t 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent braang MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 T Job Truss Truss Type Qty Ply T11800323 1105571 CJO9 Jack-Open 4 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 1340:02 2017 Page 1 ID:4odighex2zQRMfjTdV7PjBysSrj-I o2Hp2B9uEgZDmoFkmy9RFT?R9ydingA5t41 w4ypaMB 4-4 12 3-9-12 I 7-0-0 3-9-12 0-7-0 2-7-4 5x .25 12 4x8= Scale=1:15.4 14x6 I I 2 3 4 • /j l CV N_'l n V? y q N N <8 • N 5x6= — � Y • e 2x6= e / 11 10 72t I I 6 5 3x4 II 4x6 I I 3x4 I 3-9-12 I 4-4-0 -112 7-0-0 I 3-9-12 0-6-4 0-0-12 2-7-4 Plate Offsets(X,Y)— I10:Edge,0-3-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.01 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(TL) -0.01 8 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.10 Horz(TL) 0.02 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:34 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 4=49/Mechanical,9=494/0-5-8,5=-67/Mechanical Max Horz 9=120(LC 9) Max Uplift4=-55(LC 12),9=-630(LC 8),5=-72(LC 20) Max Grav4=49(LC 1),9=494(LC 1),5=85(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-645/218 BOT CHORD 2-9=-410/946,8-9=-196/474,6-7=-97/321 WEBS 3-6=-451/136 NOTES- (8) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5 except(jt=lb) 9=630. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. t j A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. la Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only_Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply f i 4 T11800324 'i: 1105571 CJ10 Jack-Open 2 1 Job Reference(optional) 1 Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:03 2017 Page 1 I D:4odighex2zQ RMfjjTdV7Pj BysSr)-mcbg 1 OCnfYyQrwNRl000zSOAdZJaR73J KXgaSWypaMA 3-9-12 1 4-4-12 I 9-0-0 I 3-9-12 0.7-0 4-7-4 0.25 I12 Scale=1:18.1 5x6 I I 4x8= 4x6 II 2 3 4 F ic),7\ • / e N e N b 2x4— e----11X .4 6 5 11 10 3x4 II 4x6 II 2x4 II 3x4= 4-4-12 I 3-9-12 3-1,Or8 9-0-0 I 3-9-12 0-0L12 0-6-4 4-7-4 Plate Offsets(X,Y)— 110:Edae,0-3-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) 0.05 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(TL) 0.05 6-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.10 Horz(TL) 0.02 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight 43 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 4=103/Mechanical,9=513/0-5-8,5=-0/Mechanical Max Horz 9=122(LC 9) Max Uplift4=-110(LC 12),9=-651(LC 8),5=-68(LC 11) Max Gray 4=103(LC 1),9=513(LC 1),5=41(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-615/221 BOT CHORD 2-9=-340/796,8-9=-155/368 NOTES- (8) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb)4=110 ,9=651. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. t -- A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. MI 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 ANSIRPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job / Truss Truss Type Qty Ply 111800325 1105571 CJ11 Jack-Open 2 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:03 2017 Page 1 ID:4odighex2zQ RMf)TdV7Pj BysSrj-mcbg 10CnfYyQrwNRI UUOzSOBmZMLR8ZJKXgaS WypaMA I 0-5-8 I 5-0-12 0-5-8 4-7-4 0.25 12 Scale=1:16.4 4x6 2 n .l 4x6— ' 6 • 3 5 4 24; II 5-0-12 � 4-7-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) 0.11 3-4 >517 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.50 Vert(TL) 0.10 3-4 >600 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) -0.10 2 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-12 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x6 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-4:2x4 SP No.3 REACTIONS. (lb/size) 2=130/Mechanical,3=37/Mechanical,6=141/0-4-12 Max Horz 6=7(LC 12) Max Uplift2=-144(LC 8),3=-76(LC 8),6=-183(LC 8) Max Grav2=130(LC 1),3=68(LC 3),6=141(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (9) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)6 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)3 except(jt=lb)2=144 ,6=183. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. f A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must venfy 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply r T11800326 1105571 CJ12 ROOF TRUSS 9 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:04 2017 Page 1 I D:4odighex2zQRMfjTdV7PjBysSrj-Ep92EkDPQs4HT4yesB?dWgZRFzjGAbpTYBZ8?zypaM9 3-9-12 4-4-12 5-0-0 3-9-12 0-7-0 0-7-4 0.25 12 2x4 I 2x4 I I ) Scale=1:15.2 1 2 3 4 2x4 11 1 3 r 2x4 = 5 10 2x4= 6254 II Adequate Support Required 2x4 II 11 2x4 II 3-9-12 4-4-0 4-4-12 5-0-0 3-9-12 0-6-4 0-0-12 0-7-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.25 Vert(LL) 0.02 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.39 Vert(TL) 0.02 10-11 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 4 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix-M) Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. 2-10,3-6:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings Mechanical except(jt=length)8=0-5-8. (Ib)- Max Horz 8=10D(LC 9) Max Uplift All uplift 100 lb or less at joint(s)4,5 except 11=-157(LC 8),8=-358(LC 8) Max Gray All reactions 250 lb or less at joint(s)11,4,5 except 8=291(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 3-7=-90/264 NOTES- (8) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5 except(jt=lb) 11=157,8=358. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. .44444,A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual budding 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 t Job Truss Truss Type .Qty Ply T11800327 1105571 CJ12A JACK-OPEN 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:04 2017 Page 1 ID:4odighex2zQRMfjTdV7PjBysSrj-Ep92EkDPQs4HT4yesB?dWgZKdznTAbp7YBZB?zypaM9 4-11-4 4-11-4 4x6 0.25 12 5x8= Scale=1:15.2 1 2 q 7 4 NN N N • 4x8= 8 Adequate Support Required 32x4 II 4 3x4 4-11-4 4-11-4 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL) 0.02 3-4 >999 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.19 Vert(TL) -0.01 3-4 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-3:2x4 SP No.2 OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 4=258/Mechanical,6=216/0-4-12 Max Horz 6=-79(LC 10) Max Uplift4=-143(LC 8),6=-113(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (9) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)6 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)4=143, 6=113. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. t f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job 'Truss Truss Type Qty Ply a 711800328 1105571 CJ 13 Jack-Open 9 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7640 s Apr 19 2016 MiTek Industries,Inc.Wed Aug 09 13:40:05 2017 Page 1 ID:4odighex2zQRMfjTdV7PjBysSrj-i?jQS4D1 B9C84EXgQvWs2t5VKMytvOjcnrJhXPypaM8 3-9-12 4-4-12 I 7-0-0 3-9-12 0-7-0 2-7-4 5x81 12 3x4= Scale:3/4"=1' 4x6 I I 2 3 4 \/ `c/y1 be• ��y "! N N N N I e 2x6 = 6 5 12 11 3x6= 72x4 II _ 3x4 = 4x6 H 3x4 3-9-124-4-042 7-0-0 3-9-12 I 0-6-40-02 2-7-4 Plate Offsets(X,Y)— [11:Edge.0-3-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/def Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL) 0.00 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(TL) 0.00 6-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.15 Horz(TL) 0.01 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:33 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 9-0-8 oc bracing:10-11 10-0-0 oc bracing:5-6. REACTIONS. (lb/size) 4=45/Mechanical,5=-139/Mechanical,9=570/0-5-8 Max Horz 9=102(LC 9) Max Uplift4=-52(LC 12),5=-139(LC 1),9=-726(LC 8) Max Grav4=45(LC 1),5=177(LC 8),9=570(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-590/206 BOT CHORD 10-11=-256/79,2-10=-320/702,9-10=-207/736,8-9=-207/528,3-8=-203/469, 6-7=-178/509 WEBS 3-6=-715/250 NOTES- (8) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb)5=139 ,9=726. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. t 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job t Truss Truss Type Qty Ply 1105571 CJ14 Jack-Open 9 1 711800329 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:05 2017 Page 1 ID:4odighex2zQ RMfjTdV7PjBysSrj-i?jQS4D1 B9C84EXgQvWs2t5RKMz1 v??cnrJhXPypaM8 3-9-12 4.4-12 9-0-0 3-9-12 0-7-0 4-7-4 0.25 12 Scale=1:20.7 5x6= 4116 I I 2 3 3x8= 4 1 qcTi N N • tt) 2x6= 6 12 11 7 4x6 II 4x6 = 2x4 5 3x6= 3x4= 4-4-12 3-9-12 3-18 I 9-0-0 3-9-12 0-d-12 4-7-4 OE-4 Plate Offsets(X,Y)— f11:Edge,0-1-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) 0.05 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(TL) 0.04 6-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.20 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix-M) Weight 41 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 4=101/Mechanical,5=-46/Mechanical,9=560/0-5-8 Max Horz 9=104(LC 9) Max Uplift4=-109(LC 12),5=-87(LC 20),9=-709(LC 8) Max Grav 4=101(LC 1),5=63(LC 12),9=560(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-562/204 BOT CHORD 10-11=-263/82,2-10=-257/566,9-10=-204/702,8-9=-204/495,3-8=-220/336, 6-7=-140/405 WEBS 3-6=-455/157 NOTES- (8) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ghp DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb)4=109 ,9=709. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must venfy 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 ANSITTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss • Truss Type Qty Ply { T11800330 1105571 CJ15 Jack-Open 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:06 2017 Page 1 I D:4odighex2zORMfjTdV7PjBysSrj-ABHofPEfyTK?iN60zc15b5emUmOReVJmOV2F3rypaM7 3-9-12 44-12i 5-0-0 3-9-12 0-7-0 0-7-4 2x4 II 0.25 112 2x4 II 2x4 H Scale=1:15.6 1 2 3 4 I N %- 9 2x4 01 — / 2x4= — — \/ 10 62x4 115 \1 Adequate Support Required 2x4 II 11 2x4 i l 1 3-9-1244-04 -I12 5-0-0 3-9-12 i 0-640-0-12 0-7-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.27 Vert(LL) 0.02 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.41 Vert(TL) 0.02 10-11 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. 2-10,3-6:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings Mechanical except Qt=length)8=0-5-8. (Ib)- Max Horz 8=122(LC 9) Max Uplift All uplift 100 lb or less at joint(s)4,5 except 11=-153(LC 8),8=-365(LC 8) Max Gray All reactions 250 lb or less at joint(s)11,4,5 except 8=304(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 8-9=-65/347,3-7=-107/312 NOTES- (8) 1)Wind:ASCE 7-10;Vutt=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5 except(jt=lb) 11=153,8=365. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. t 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.I W03/2015 BEFORE USE. 1111 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 !MeV 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 ANSITfPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 ' Job s Truss Truss Type Qty Ply T11800331 1105571 CJ16 Jack-Open 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:06 2017 Page 1 I D:4odigh ex2zQ RMfjTdV7Pj BysSrj-AB HofPEfyTK?iN6ozc 15b5egTmJwe UomOV2 F3rypaM7 3-9-12 I 4-4-12 I 7-0-0 3-9-12 0-7-0 2-7-4 6x626 12 448= Scale=1:15.4 14x6 I I 2 3 4 1/ r /y\ r a l N :)) 9 (11 11 10 724 I I 6 5 3x4 11 4x6 II 3x4 I 3-9-12 14-4-0 4-4.12 7-0-0 3-9-12 0-6-4 0-0-12 2-7-4 Plate Offsets(X,Y)— f10:Edae,0-3-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.01 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(TL) 0.01 8 >999 180 BCLL 0.0 * Rep Stress Incr YES I WB 0.10 Horz(TL) 0.02 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 � (Matrix-M) Weight:34 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 4=46/Mechanical,9=494/0-5-8,5=-64/Mechanical Max Horz 9=124(LC 9) Max Uplift4=-53(LC 12),9=-631(LC 8),5=-68(LC 20) Max Grav4=46(LC 1),9=494(LC 1),5=82(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-729/247 BOT CHORD 2-9=-407/937,8-9=-215/537,6-7=-94/327 WEBS 3-6=-460/132 NOTES- (8) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5 except(jt=lb) 9=631. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. I WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. 11111 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 MiTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T11800332 1105571 CJ17 JACK-OPEN 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:07 2017 Page 1 ID:4odighex2zQRMfjTdV7PjBysSrj-fOrAsI FIjnSsKXh DXKYK8I BxjAn BNyVvE800clypaM6 0-11-4 I 1-6-4 5-0-0 0-11-4 0-7-0 3-5-12 22x4 II 3 2x4 I I 0.25 12 Scale=1:15.2 — — 4 ?WI I I I/A\ 77. d y I - I ; *, N 5 3 8 5.x4= — — 2x6= 11 10 62x4 II 2x4 II 2x4 II I 0-11-4 1-01-0 1-6-0 I 5-0-0 I 0-11-4 0-d- 2 0-6-4 3-5-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.30 Vert(LL) 0.04 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.25 Vert(TL) -0.02 5-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.04 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-6,2-10:2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=97/Mechanical,5=22/Mechanical,8=217/0-5-8 Max Horz 8=38(LC 8) Max Uplift4=-109(LC 8),5=-53(LC 8),8=-249(LC 8) Max Gray 4=97(LC 1),5=49(LC 3),8=217(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (8) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb)4=109 ,8=249. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 4 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ilIl 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 ANSITTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job 3 Truss Truss Type Qty Ply 711800333 1105571 CJ17A JACK-OPEN 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:08 2017 Page 1 ID:4odighex2zQRMf)TdV7PjBysSrj-7aPZ45GwT4ajxhG P513ZgVj2Ka6G6Pk3ToYL8kypaM5 0-11-4 1-6-4 5-0-0 0-11-4 0-7-0 3-5-12 2x4 I 2x4 II 0.25 12 Scale=1:15.2 1 2 3 4 \/ 9x4 I I d I 5 8 • 11 10 62x4 II 2x4 II 2x4 II I 0-11-4 1-3t0 1-6-4 5-0-0 I 0-11-4 0-C-120-64 3-5-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL) -0.02 5-6 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.26 Vert(TL) -0.03 5-6 >999 240 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) -0.04 5 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix-M) Wind(LL) 0.04 5-6 >999 240 Weight 23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2`Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-6,2-10:2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=255/Mechanical,5=33/Mechanical,8=526/0-5-8 Max Horz 8=38(LC 8) Max Uplift4=-109(LC 8),5=-53(LC 8),8=-249(LC 8) Max Grav4=255(LC 1),5=51(LC 3),8=526(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 3-7=-314/130 NOTES- (8) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb)4=109 ,8=249. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. t 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITrPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply r i 111800334 1105571 CJ18 Jack-Open 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:08 2017 Page 1 ID:4odighex2zQ RMf)TdV7PjBysSrj-7aPZ45GwT4ajxhG P513ZgVj?MaOk6Po3ToYL8kypaM5 0-11-4 I 1-6-4 7-0-0 0-11-4 0-7-0 5-5-12 0.25 12 Scale:3/4"=1' 2x4 II22x4 II 32x4 I 1 4 I No N�yy 1 ; N *.7 N 5 . 98 — 2x4 — 11 10 62x4 II 2x4 I I 2x4 II 0-11-4 1 1-6-4 1 7-0-0 I 0-11-4 0-0-12 054 5-5-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.76 Vert(LL) 0.21 5-6 >332 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(TL) 0.18 5-6 >385 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.15 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2`Except* end verticals. 3-6,2-10:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=155/Mechanical,5=37/Mechanical,8=283/0-5-8 Max Horz 8=100(LC 9) Max Uplift4=-117(LC 8),5=-81(LC 8),8=-248(LC 8) Max Grav4=155(LC 1),5=79(LC 3),8=283(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 2-9=-77/288 NOTES- (8) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb)4=117 ,8=248. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. , M A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. la 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/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 ' Job •x Truss Truss Type Qty Ply 711800335 1105571 CJ19 Jack-Open 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:09 2017 Page 1 I D:4odighex2zQ RMf1TdV7Pj BysSrj-bmzxHRGYEOiZZrrbfkaoDjGGd_PLrs2CiSHvgAypaM4 I 0-11-4 1 1-8-4 ( 7- 3-4 7-10-4 1 9-0-0- I 0-11-4 0.7.0 5-9-0 0-7-0 1-1-12 2x4 II 3x4 I 025 12 3x4 2x4 I Scale=1:18.4 2x4 II 2— 3 4 5— 6 \/ 1 ° e tFW)/y` y 4 3y '4 1 I • I • W N °14 ° r 10 7 16 15 I ° I 2x4 = — N ° e 4x6= • ° • � — 11 18 17 13 12 3x4 = 8 2x4 II 2x4 II 3x4 = 3x4 II 2x4 H 2x4= 1 0-11-4 1-pt01-6-4 I 7-3-4 I7-9-87-'o-4 9-0-0 0-11-4 0-0-12 0-6-4 5-9-0 0-6-4 -d-42 1-1-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.34 Vert(LL) 0.10 12-13 >762 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.46 Vert(TL) 0.09 12-13 >881 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:40 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. 3-13,4-12,5-8,2-17:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:17-18. REACTIONS. All bearings Mechanical except(jt=length)15=0-5-8,10=0-5-8. (Ib)- Max Horz 15=111(LC 9) Max Uplift All uplift 100 lb or less at joint(s)6,7 except 15=-299(LC 8),10=-271(LC 8) Max Gray All reactions 250 lb or less at joint(s)6,7 except 15=295(LC 1),10=314(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 15-16=-94/271,3-14=-236/346,4-11=-246/263 NOTES- (8) 1)Wind:ASCE 7-10;Vult=l4Omph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,7 except(jt=lb) 15=299,10=271. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not '• a truss system.Before use,the building designer must verify the applicability of design parameters and 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 ANSITfP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty' Ply r� s T11800336 1105571 CJ20 Jack-Open 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:09 2017 Page 1 I D:4odighex2zQRMfjTdV7PjBysSrj-bmzxHRGYEOiZZrrbfkaoDjGFP_S2rs2CiSHvgAypaM4 0-5-8 i 5-0-12 0-5-8 4-7-4 0.25 12 Scale=1:16.4 5x8= 1 2 rn ab • , N 4x6 6 3 IN 5 44x6 II 5-0-12 4-7-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) 0.04 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 ! BC 0.29 Vert(TL) -0.05 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES I WB 0.00 Horz(TL) -0.08 2 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-12 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 2=128/Mechanical,3=39/Mechanical,6=141/0-4-12 Max Horz 6=7(LC 8) Max Uplift2=-132(LC 8),3=-8(LC 8),6=-114(LC 8) Max Grav2=128(LC 1),3=68(LC 3),6=141(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-5=-131/302 NOTES- (9) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)6 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)3 except(jt=lb)2=132 ,6=114. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 1 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 14111 Design valid for use only with MiTek®connectors.This design is based ony upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T11800337 1105571 CJ22 Jack-Open 1 ! 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 1340:10 2017 Page 1 ID:4odighex2zQRMfjTdV7PjBysSrj-3zXJVnHA?igQB?QnCS611wpINXNsjaJILx61 SCcypaM3 1-0-12 1-0-12 0.21 12 Scale=1:15.6 5xA= 2 I n Y n 4x6= 6 5 3 42x4 I I 1-0-12 1-0-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.01 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) -0.00 4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix-M) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-12 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-4:2x4 SP No.3 OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 2=20/Mechanical,3=4/Mechanical,6=7/0-4-12 Max Horz 6=1(LC 8) Max Uplift2=-20(LC 8),3=-1(LC 8),6=-5(LC 8) Max Gray 2=20(LC 1),3=8(LC 3),6=7(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (9) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Encl.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)6 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)2,3,6. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. t f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7477 rev.10/0.3/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPII quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply t ! T11800338 1105571 CJ23 Jack-Open 1 1 Job Reference Optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc.Wed Aug 09 13:40:10 2017 Page 1 ID:4odighex2zQRMfjTdV7PjBysSrj-3zXJVnHA?igQB?QnCS611wpUYNrWaJILx61 SCcypaM3 0-5-8 I 3-0-12 0-5-8 2-7-4 0.25 12 Scale=1:15.6 1 2 5x8 = f , N • C) r _ Jr LLS e5 N N N 4x6— 6 3 \/ 5 42x4 II • 3-0-12 2-7-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 j Plate Grip DOL 1.00 TC 0.14 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.08 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 2 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 2=74/Mechanical,3=22/Mechanical,6=72/0-4-12 Max Horz 6=4(LC 8) Max Uplift2=-76(LC 8),3=-5(LC 8),6=-57(LC 8) Max Gray 2=74(LC 1),3=39(LC 3),6=72(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (9) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)6 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)2,3,6. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 4 f AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job } Truss Truss Type Qty Ply T11800339 1105571 CJ24 Jack-Open 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:10 2017 Page 1 I D:4odighex2zQRMfjTdV7PjBysSrj-3zXJVnHA?lgQB?QnCS611wpQyNg2aJILx61 SCcypaM3 4-8-8 4-8-8 0.25 12 Scale=1:15.6 1 2 �l 1 2xa II C N 3 Adequate Support Required 4 3x4 4-8-8 4-8-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 IC 0.43 Vert(LL) -0.02 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.18 Vert(TL) -0.04 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.08 2 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight 17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-8 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=158/Mechanical,2=127/Mechanical,3=30/Mechanical Max Horz 4=7(LC 8) Max Uplift4=-126(LC 8),2=-134(LC 8) Max Grav4=158(LC 1),2=127(LC 1),3=66(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-143/253 NOTES- (8) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Encl.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)4=126, 2=134. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 4 j AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent braang Niel( 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/TPM Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 • Job Truss Truss Type Qty Ply T11800340 1105571 CJ25 ROOF TRUSS 2 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:11 2017 Page 1 I D:4odighex2zQRMfjTdV7PjBysSrj-X94hi71om?yHo9?_m9dG18LesnAIJmYV9mm?I3ypaM2 2-4-0 2-4-0 0.25 12 Scale=1:15.1 1 2 2x4 11 N • 3 Adequate Support Required 4 2x4 'I 2-4-0 2-4-0 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.23 Vert(LL) 0.00 3-4 >999 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.08 Vert(TL) 0.00 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=120/Mechanical,2=108/Mechanical,3=12/Mechanical Max Horz 2=-67(LC 10) Max Uplift4=-69(LC 9),2=-56(LC 8),3=-30(LC 10) Max Grav4=120(LC 1),2=108(LC 1),3=22(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (8) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2,3. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 1111111 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. 1111 Design valid for use only with MiTek®connectors.This design is bawd 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 ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job I Truss Truss Type Qty 'Ply 711800341 1105571 CJ26 ROOF TRUSS 2 1 Job Reference(optional) Builders FirstSource, Jadcsonville,FI 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 1340:11 2017 Page 1 I D:4odighex2zQ RMfjTdV7PjBysSrj-X94hi7lom?yHo9?_m9dG18LbFn8zJmYV9mm?I3ypaM2 3-8-0 3-8-0 0.25 12 Scale=1:15.2 1 2 2x4 11 _ a, N N 3 Adequate Support Required 4 2x4 11 3-8-0 I 3-8-0 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) 0.02 3-4 >999 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.20 Vert(TL) -0.01 3-4 >999 240 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) 0.06 4 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix-M) Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=196/Mechanical,2=173/Mechanical,3=23/Mechanical Max Horz 2=-66(LC 10) Max Uplift4=-93(LC 8),2=-78(LC 8),3=-40(LC 8) Max Grav4=196(LC 1),2=173(LC 1),3=35(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (8) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2,3. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/07/2015 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 ANSIITPtl Quality Criteria,DSB-89 and BCSI Building Component 8904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T11800342 1105571 CJ27 ROOF TRUSS 1 Job Reference(optional) Guiders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc.Wed Aug 09 13:40:12 2017 Page 1 I D:4odighex2zQRMFjTdV7PjBysSrj-?Le3wTJQXJ48Q IZAKt8VrLugpBRA2DIeOQ WZH VypaM 1 0-11-41 1-6-4 I 6-4-0 I 0-11-4 0-7-0 4-9-12 2x4 11 0.25 12 Scale=1:15.5 1 22x4 II 32x4 I I 4 \/ a 0 5 r4i 9 8 2X4 = 2x6= e �� 11 10 62x6 II 2x4 11 2x4 I I 0-11-4 1-prO 1-6-4 6-4-0 0-11-4 0-O-20-6-4 4-9-12 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (Ioc) I/deft Ud PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) -0.04 5-6 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.39 Vert(TL) -0.07 5-6 >914 240 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) -0.09 5 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix-M) Wind(LL) 0.08 5-6 >728 240 Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-6,2-10:2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=239/Mechanical,5=33/Mechanical,8=422/0-5-8 Max Horz 8=27(LC 8) Max Uplift4=-101(LC 8),5=-50(LC 8),8=-205(LC 8) Max Grav4=239(LC 1),5=48(LC 3),8=422(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 3-7=-288/122 NOTES- (8) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb)4=101 ,8=205. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. � t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 ANSUTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job I Truss Truss Type Qty Ply TI1800343 1105571 CJ28 ROOF TRUSS 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 192016 MiTek Industries,Inc. Wed Aug 09 1340:12 2017 Page 1 ID:4odighex2zQRMfjTdV7PjBysSrj-?Le3wTJQXJ48Q IZAKt8VrLud4BOe2AmeOQ WZHVypaM 1 0-11-4 1-6-4 I 7-8-0 0-11-4 0-7-0 6-1-12 • 0.25 12 Scale:3/4"=1' 2x4 I I 22x4 II 3 4x6= 1 4 e o in I b r1 N N 8 5 • 109 2x6 • 0 5x8= • - � 12 11 7 3x4= 3x4 = 2x4 11 2x4 I I I 0-11-4 1-90 1-6-4 7-8-0 0-11-4 0412 0.6.4 8-1-12 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (10c) I/deft Lid PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.96 Vert(LL) 0.13 6-7 >606 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.62 Vert(TL) -0.07 6-7 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.19 Horz(TL) 0.02 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight 39 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:11-12. REACTIONS. (lb/size) 4=252/Mechanical,5=98/Mechanical,9=494/0-5-8 Max Horz 9=-63(LC 10) Max Uplift4=-101(LC 12),5=-91(LC 8),9=-245(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 3-8=-549/258 WEBS 3-6=-260/240 NOTES- (8) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.II;Exp D;Encl.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb)4=101 ,9=245. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. t j WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7173 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based ony 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 ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply E a T11800344 1105571 CJ29 ROOF TRUSS 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:13 2017 Page 1 ID:4odighex2zQ RMf)TdV7PjBysSrj-TXCS7pK21dC?2S8MuafkNZRyObn9ndyod4F6pxypaMO 1 0-11-4 1 1-6-4 I 5-3-2 I 9-0-0 I 0-11-4 0-7-0 3-8-14 3-8-14 0.25 112 Scale=1:17.5 2x4 11 2x4 II 2 3 3x4 = 4 3x4 = 5 NY\e e 4 I ° I 7 s 12 11 CZ 2x4= e 3x6= e e ° )X := 14 13 9 8 3x4= 2x4 II 2x4 II 2x4 II 3x4= 1 0-11-4 i-pto 1-6-4 I 5-3-2 9-0-0 I 0-11-4 0-d-12 0-6-4 3-8-14 3-8-14 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/def Ud PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.35 Vert(LL) -0.01 7-8 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.41 Vert(TL) -0.03 7-8 >999 240 BOLL 0.0 * Rep Stress lncr YES WB 0.20 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Wind(LL) 0.03 7-8 >999 240 Weight:49 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 3-9,2-13:2x4 SP No.3 8-1-5 oc bracing:7-8. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=156/Mechanical,6=272/Mechanical,11=568/0-5-8 Max Horz 11=9(LC 12) Max Uplift5=-63(LC 8),6=-170(LC 8),11=-286(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-452/465 BOT CHORD 3-10=-406/302,7-8=-472/449 WEBS 3-8=-433/406,4-7=-529/556 NOTES- (8) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb)6=170 ,11=286. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 1 / ...— AA WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. la 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 Milia k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 1 Job ' Truss Truss Type 'Qty 'Ply 711800345 1105571 CJ30 ROOF TRUSS 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:14 2017 Page 1 ID:4odighex2zQ RMf)TdV7Pj BysSrj-xkmq K9Kh3wKsfcjZRlAzwmz52?8RW3mxrk?gLOypaM? 1 0-11-4 1 1-6-4 i 5-11-2 I 10-4-0 0-11-4 0-7-0 4-4-14 4-4-14 0.25 12 Scale=1:17.6 2x4 I I 2 3x4= 3 3x6 = 4 3x4 = 5 y 1 PI mil mom moo suadmiliiiiiihs Ili _I • �� 7 6 w 1 11 2it4 i 3x4— . w Y iII 13 12 9 8 3x4= 2x4 II 2x4 II 2x4 II 3x4= 0-11-4 1W 1-6-4 5-11-2 I 10-4-0 0-11-4 0442 0-6-4 4-4-14 4-4-14 LOADING(psi) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) -0.02 7-8 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.34 Vert(TL) -0.04 7-8 >999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.29 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Wind(LL) 0.04 7-8 >999 240 Weight:56 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-9,2-12:2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=186/Mechanical,10=675/0-5-8,6=286/Mechanical Max Horz 10=10(LC 8) Max Uplift5=-75(LC 8),10=-343(LC 8),6=-183(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-557/562 BOT CHORD 3-10=-628/475,7-8=-570/553 WEBS 3-8=-624/610,4-7=-624/644 NOTES- (8) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) 10=343,6=183. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. t r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notla 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 ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 4 e 711800348 1105571 CJ31 JACK-OPEN 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:14 2017 Page 1 I D:4odighex2zQ RMfjTdV7 Pj BysSrj-xkmq K9Kh3wKsfcjZRlAzwmz7s?90W7lxrk?gLOypaM? I 45-121 5-0-12 6-4-0 4-5-12 0-7-0 1-3-4 2x6 II 0.25 12 2x6 II 2x4 II Scale:3/4"=1' 1 2 3 4 rn N N rr N 1)'' . — )/ cf' 2x6— 5 10 2x4 = 62x4 II Adequate Support Required 2x4 II 11 2x4 I I I 4-5-12 1 5-0-05 -112 6-4-0 4-5-12 05-40-d-12 1-3-4 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.37 Vert(LL) 0.03 10-11 >999 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.30 Vert(TL) -0.01 10-11 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. 2-10,3-6:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings Mechanical except(it=length)8=0-5-8. (Ib)- Max Horz 8=68(LC 9) Max Uplift All uplift 100 lb or less at joint(s)4,5 except 11=-126(LC 8),8=-232(LC 8) Max Gray All reactions 250 lb or less at joint(s)11,4,5 except 8=494(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 2-9=-327/156 NOTES- (8) 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5 except(jt=lb) 11=126,8=232. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 1 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. M. 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 properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1Pil Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 711800347 1105571 CJ32 JACK-OPEN1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:15 2017 Page 1 I D:4odighex2zQ RMfjTdV7PjBysSrj-QwKCYULJgESj Hmll??hCS_WKCOY2FaX440kDugypaM_ 0-5-8 3-0-12 I 0-5-8 2-7-4 0.2512 Scale=1:15.7 1 2 1 ` 501 N 0 e N I Cs N 4x6 = 6 3 )/ 5 42x4 II 3-0-12 2-7-4 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.20 Vert(LL) -0.01 3-4 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.12 Vert(TL) -0.01 3-4 >999 240 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) 0.02 2 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Wind(LL) 0.01 3-4 >999 240 Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 2=129/Mechanical,3=27/Mechanical,6=116/0-4-12 Max Horz 6=-12(LC 10) Max Uplift2=-56(LC 8),3=-31(LC 8),6=-61(LC 8) Max Grav2=129(LC 1),3=28(LC 3),6=116(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (9) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)6 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)2,3,6. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. f f WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. legt 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 properly damage. For general guidance regarding the 1 v, 1ci n fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVIPIl Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 • Job Truss Truss Type Qty Ply r T11800348 1105571 CJ33 ROOF TRUSS 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:15 2017 Page 1 I D:4odighex2zQ RMfjTdV7Pj BysSrj-QwKCYULJgESjHmll??hCS_WLBOYdFaX440kDugypaM_ 0-5-8 2-7-8 0-5-8 2-2-0 0.25 12 Scale:3/4"=1 1 2 5x8= a7 ir7 °4 • — 4x6 = 6 3 .?(� 5 42x4 I I 2-7-8 2-2-0 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.14 Vert(LL) -0.00 4 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.09 Vert(TL) -0.00 3-4 >999 240 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) -0.02 3 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Wind(LL) 0.00 4 >999 240 Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-8 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 2=109/Mechanical,3=23/Mechanical,6=90/0-3-8 Max Horz 2=2(LC 8) Max Uplift2=-42(LC 8),3=-3(LC 8),6=-30(LC 8) Max Gray 2=109(LC 1),3=24(LC 3),6=90(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (9) 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)6 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)2,3,6. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. t f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. hut 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 ANSUTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T11800349 1105571 CJ34 ROOF TRUSS !1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 1340:16 2017 Page 1 ID:4odighex2zQRMf)TdV7PjBysSrj-u6ualgMxbYaavwbczjCR?B3S4os0_1 nEJ2UmPGypaLz 0-5-8 I 3-11-8 0-5-8 3-6-0 0.25 112 Scale:3/4"=1' 1 2 N�dx6= v? 0 • °Q rn 4x6= 6 � n 3 5 43x4 II 3-11-8 3-6-0 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) -0.02 3-4 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.24 Vert(TL) -0.03 3-4 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.07 3 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Wind(LL) 0.01 3-4 >999 240 Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x6 SP No.2`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-4:2x4 SP No.3 REACTIONS. (lb/size) 2=173/Mechanical,3=37/Mechanical,6=164/0-3-8 Max Horz 2=3(LC 8) Max Uplift2=-67(LC 8),3=-4(LC 8),6=-56(LC 8) Max Grav2=173(LC 1),3=38(LC 3),6=164(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (9) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)6 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)2,3,6. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. I � A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. 161 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' k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �Y� 1� fabncation,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T11800350 1105571 CJ35 Jack-Open 8 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:16 2017 Page 1 ID:4odighex2zORMf)TdV7PjBysSrj-u6ualgMxbYaavwtxZiCR?B3Xsovj_1 nEJ2UmPGypaLz -0-6-0 1-0-0 0-6-0 1-0-0 0.25 12 1 2x4 I I Scale=1:9.4 2 3 A d 4 5 2x4 II 1-0-0 1-0-o LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.03 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 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=83/0-3-8,3=12/Mechanical,4=2/Mechanical Max Horz 5=-46(LC 10) Max Uplift5=-116(LC 8),3=-17(LC 9),4=-10(LC 9) Max Gray 5=83(LC 1),3=12(LC 1),4=21(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (8) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4 except(jt=lb) 5=116. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. t t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing !Ariel( 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 ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 711800351 1105571 EJ01 Jack-Open 3 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:16 2017 Page 1 I D:4odighex2zORMfjTdV7PjBysSrj-u6ualgMxbYaavwtxZjCR?B3Jcol_OLEJ2UmPGypaLz 3-9-12 4-4-12 9-0-0 3-9-12 0-7-0 4-7-4 0.25 12 Scale=1:18.8 5x6 H 4x8= 4x6 12 3 4 �] • • 7 N O N • �8 11 10 7 8 5 3x4= 4x6 = 2x4 II 3x4 4-4-12 3-9-12 3-108 j 9-0-0 3-9-12 0-4-12 4-7-4 08-4 Plate Offsets(X,Y)— f10:Edge,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.99 Vert(LL) 0.05 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.65 Vert(TL) 0.05 6-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.09 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:43 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=104/Mechanical,9=513/0-5-8,5=-1/Mechanical Max Horz 9=98(LC 9) Max Uplift4=-72(LC 12),9=-490(LC 8),5=-74(LC 11) Max Grav4=104(LC 1),9=513(LC 1),5=39(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-526/191 BOT CHORD 9-10=-254/80,2-9=-308/716,8-9=-144/306 NOTES- (8) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5 except(jt=lb) 9=490. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 1 � A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M 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 ANSIITPI1 quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T11800352 1105571 EJO1G Jack-Open Girder 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:17 2017 Page 1 ID:4odighex2zQ RMfjTdV7PjBysSrj-MJSyzANZMrjRW4S87QkgYPbV9C3Fj ULNYiDKxiypaLy 0-5-8 i 5-0-12 0-5-8 4-7-4 0.25 112 2x4 I I Scale=1:16.4 5x8= 1 2 m r 4x6 = 6 7 6 i m 5 4 HTU26 HTU26 3 3x10 I I 2x4 0-5-8 5-0-12 0-5-8 4-7-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.94 Vert(LL) 0.08 3-4 >722 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(TL) -0.10 3-4 >560 180 BCLL 0.0 * Rep Stress lncr NO WB 0.04 Horz(TL) -0.08 3 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-12 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 3=504/Mechanical,6=580/0-4-12 Max Horz 6=5(LC 4) Max Uplift 3=-359(LC 4),6=-424(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 4-5=-376/505,1-5=-376/505 NOTES- (13) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Encl.,GCpi=0.18; MWFRS(envelope);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf 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. 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=359, 6=424. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 1-3-0 from the left end to 3-3-0 to connect truss(es)to back face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 13)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-60,3-4=-10 Concentrated Loads(Ib) Vert:7=-392(B)8=-390(B) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSVTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 ' Job k Truss Truss Type Qty Ply T11800353 1105571 EJ02 Jack-Open '5 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:18 2017 Page 1 ID:4odiighex2zQRMfjTdV7PjBysStj-gV?LAWNB79r18D1 Kg7Fv4c815cPwSuCXmMztT9ypaLx I 3-9-12 1 4-4-12 1 11-0-0 I 3-9-12 0-7-0 6-7-4 0.25 ki Scale=1:19.6 5x8 II 4x6 I I 2 3 5x6= 4 1 a+ *-- X... e N_ -4''' a LI o 1 N B r\i t6= e— e cp 12 11 7 6 5 3x4 I I 4x6 II 4x6 II 3x4 = 4-4-12 I 3-9-12 3-1pa 1 11-0-0 3-9-12 2 6-7-4 Plate Offsets(X,Y)— f11:Edae,0-3-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL) 0.24 6-7 >337 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TL) 0.21 6-7 >390 180 BCLL 0.0 * Rep Stress Incr YES WB 0.20 Horz(TL) 0.02 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:50 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 4=148/Mechanical,5=11/Mechanical,9=597/0-5-8 Max Horz 9=100(LC 9) Max Uplift4=-104(LC 12),5=-99(LC 9),9=-569(LC 8) Max Gray 4=148(LC 1),5=66(LC 3),9=597(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-570/204 BOT CHORD 2-10=-204/529,9-10=-203/760,8-9=-203/471,7-8=-309/105,3-8=-302/332 NOTES- (8) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Encl.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb)4=104 ,9=569. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. I r A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notidt a truss system.Before use,the building designer must venfy 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 ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply ; e. TI1800354 1105571 EJ03 Jack-Open 2 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:18 2017 Page 1 ID:4odighex2zQRMfjTdV7PjBysSrj-gV?LAWNB79r18D1 Kg7Fv4c8IAcOcSu4XmMztT9ypaLx 3-9-12 1 4-4-12 1 11-0-0 3-9-12 0-7.0 8.7-4 0.25 12 Scale=1:19.6 5x6= 4x6 I I 2 3 4x8 = 4 X.:t o e • • N M N N 0 0ex8= • e 12 11 7 6 5 3x4 = 3x4 II 4x6 H 4x6 II 4-4-12 I 3-9-12 3-10-8 11-0-0 3-9-12 0-612 6-7-4 0-&4 Plate Offsets(X,Y)— f11:Edae,0-3-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL) 0.25 6-7 >333 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(TL) 0.21 6-7 >385 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(TL) 0.03 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:50 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 4=147/Mechanical,5=12/Mechanical,9=597/0-5-8 Max Horz 9=108(LC 9) Max Uplift4=-104(LC 12),5=-95(LC 9),9=-570(LC 8) Max Grav4=147(LC 1),5=67(LC 3),9=597(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-725/261 BOT CHORD 2-10=-210/533,9-10=-260/976,8-9=-260/599,7-8=-307/104,3-8=-299/347 NOTES- (8) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb)4=104 ,9=570. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. , A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notla 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type pry Ply 1105571 EJ04 Jack-Open 1 1 711800355 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc.Wed Aug 09 1340:19 2017 Page 1 I D:4odigh ex2zQ RMf)Td V 7 Pj BysSrj-I hZj Oso puTz9m NcwErm8dgh gooq PBOXg?Oi RObypa Lw 0-5-8 I 7-0-12 0-5-8 6-7-4 0.25 12 Scale=1:16.3 4x1 = 1 2 • N' a N 4x6 = < N 6 3 5 4 4x6 7-0-12 6-7-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) 0.12 3-4 >692 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.42 Vert(TL) -0.22 3-4 >377 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.23 2 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix-M) Weight 26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x6 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-4:2x4 SP No.3 REACTIONS. (lb/size) 2=190/Mechanical,3=47/Mechanical,6=210/0-4-12 Max Horz 6=7(LC 8) Max Uplift2=-129(LC 8),6=-106(LC 8) Max Gray 2=190(LC 1),3=98(LC 3),6=210(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (9) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)6 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)2=129, 6=106. 8)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 1 r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mfek• 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/TPI7 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 711800356 1105571 EJO4G Jack-Closed Girder 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:19 2017 Page 1 ID:4odighex2zQ RMfJTdV7PjBysSrj-I hZjOsOpuTz9mNcWErm8dghrN0j2BLkg?OiRObypaLw 0-5-8 I 7-0-12 0-5-8 6-7-4 0.25 12 Scale=1:16.3 5x12 = 3x6 II 2 1 4x6 0 \\ 7 8 9 C a 5 • HTU26 HTU26 HTU26 3 5x12 I I 4x6 = 0-5-8 7-0-12 0-5-8 6-7-4 Plate Offsets(X,Y)— [1:0-1-8,0-3-01,[5:0-3-0,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) 0.08 3-4 >951 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(TL) -0.15 3-4 >545 180 BCLL 0.0 * Rep Stress Incr NO WB 0.24 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-4:2x6 SP No.2 OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 3=649/Mechanical,6=742/0-4-12 Max Horz 6=7(LC 4) Max Uplift3=-346(LC 4),6=-391(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 4-5=-308/643,1-5=-308/643 BOT CHORD 4-7=-223/411,7-8=-223/411,8-9=-223/411,3-9=-223/411 WEBS 1-3=-302/162 NOTES- (12) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.II;Exp D;Encl.,GCpi=0.18; MWFRS(envelope);Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)6 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)3=346, 6=391. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 1-1-8 from the left end to 5-1-8 to connect truss(es)to back face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 12)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-60,3-4=-10 Continued on page 2 1 � A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 { Job Truss Truss Type Qty Ply T11800356 1105571 EJO4G Jack-Closed Girder 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:19 2017 Page 2 I D:4odighex2zQ RMtjjTdV7 Pj BysSrj-I hZjOsOpuTz9m NcW Erm$dghrNoj2BLkg?OiRObypa Lw LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:7=-320(B)8=-317(B)9=-317(B) • t f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bradng MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss •Truss Type Qty Ply * 0 711800357 1105571 EJ05 Jack-Open 12 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13,40:20 2017 Page 1 ID:4odighex2zORMfjTdV7PjBysSrj-mu75bCPRfm5ONXBioYHN91DOEP5bwongEgS_Y1ypaLv I 3-9-12 j 4-4-12 1 11-0-0 I 3-9-12 0-7-0 6-7-4 0.25 I12 Scale=1:20.8 5x6 I I 4x6 I I 2 3 5x6 = 4 \/ 1 /A` e--- ... e t� � r kv � ° Ill co o X 2x6= 6 12 11 74x6= 4x6 II 4x6= 2x6 3x4= 5 4-4-12 3-9-12 3-10-8 11-0-0 1 3-9-12 2 1 6-7-4 0-6-4 Plate Offsets(X,Y)— 111:Edae,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) 0.24 6-7 >343 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(TL) 0.21 6-7 >397 180 BCLL 0.0 * Rep Stress Incr YES WB 0.19 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:50 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 4=149/Mechanical,5=10/Mechanical,9=597/0-5-8 Max Horz 9=91(LC 9) Max Uplift4=-104(LC 12),5=-103(LC 9),9=-569(LC 8) Max Grav4=149(LC 1),5=64(LC 3),9=597(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-491/178 BOT CHORD 10-11=-257/82,2-10=-176/467,9-10=-177/626,8-9=-177/421,7-8=-312/106, 3-8=-321/357 NOTES- (8) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Encl.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)4=104, 5=103,9=569. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 1 f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. lin 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 ANSIfTP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T11800358 1105571 EJ06 Jack-Open 10 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:20 2017 Page 1 I D:4odighex2zQ RMfjTdV7PjBysSrj-mu75bC PRfm50NXBioYHN91 DOePAwwmgEgS_Y1 ypaLv I 6-8-8 6-8-8 4x6 H 0.25 12 r/ Scale=1:16.7 1 2 N N N N 3 Adequate Support Required 4 4x6 H 6-8-8 6-8-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL) 0.09 3-4 >892 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.40 Vert(TL) -0.18 3-4 >428 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.24 2 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=227/Mechanical,2=182/Mechanical,3=46/Mechanical Max Horz 4=10(LC 8) Max Uplift4=-184(LC 8),2=-190(LC 8),3=-1(LC 8) Max Grav4=227(LC 1),2=182(LC 1),3=95(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-4=-208/346 NOTES- (8) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb)4=184 ,2=190. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the budding 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/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply • ' 711800359 1105571 EJO6A Jack-Open 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:21 2017 Page 1 ID:4odighex2zQRMfjTdV7PjBysSrj-E4hToYQ4Q4Dt?hlvMGociFmAMp WsflOzSKBX4UypaLu 0-5-8 7-0-12 0-5-8 6-7-4 0.25 12 Scale=1:16.3 5x8= 2 1 , N • °456_ 6 3 5 44x6 I I 7-0-12 6-7-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) 0.12 3-4 >678 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.42 Vert(TL) -0.22 3-4 >376 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.27 2 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix-M) Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 2=190/Mechanical,3=48/Mechanical,6=210/0-4-12 Max Horz 6=7(LC 8) Max Uplift2=-129(LC 8),6=-106(LC 8) Max Gray 2=190(LC 1),3=98(LC 3),6=210(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (9) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)6 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)2=129, 6=106. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. t 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job t Truss Truss Type Qty Ply T11800360 1105571 EJ07 JACK-OPEN 4 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:21 2017 Page 1 I D:4odighex2zORMfjTdV7PjBysSrj-E4hToYQ4Q4Dt?hlvMGociFmC RpT_flOzSKBX4UypaLu 05-8 1 6-4-12 0-5-8 5-11-4 0.25 112 Scale=1:16.4 5x8 = 1 2 )( • N N N • 4x6= 6 3 5 44x6 II 6-4-12 5-11-4 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.09 3-4 >811 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.60 Vert(TL) -0.16 3-4 >455 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.22 2 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix-M) Wind(LL) 0.06 3-4 >999 240 Weight:25 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 2=294/Mechanical,3=52/Mechanical,6=303/0-4-12 Max Horz 6=6(LC 8) Max Uplift2=-115(LC 8),3=-4(LC 8),6=-101(LC 8) Max Grav2=294(LC 1),3=61(LC 3),6=303(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-5=-352/265 NOTES- (9) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)6 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)3 except(jt=lb)2=115 ,6=101. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. •A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITTPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T11800361 1105571 EJ08 ROOF TRUSS 3 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:22 2017 Page 1 I D:4odighex2zQ RMf)TdV7Pj BysSrj-iG FrOuRiAOLjdrK5vzJrFSI RsDt3OkG6h_x5cwypaLt 0-5-8 4-7-8 0-5-8 4-2-0 0.25 12 Scale 3/4"=1' 1 2 \/ 5x8 = y\ ro � o eP`;'-'1 W 'n W N N N 416 = 6 3 r-1 5 43x6 II 4-7-8 4-2-0 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/def Ltd PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.03 3-4 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.36 Vert(TL) -0.05 3-4 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.12 3 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix-M) Wind(LL) 0.02 3-4 >999 240 Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 2=204/Mechanical,3=43/Mechanical,6=201/0-3-8 Max Horz 2=4(LC 8) Max Uplift2=-79(LC 8),3=-5(LC 8),6=-68(LC 8) Max Grav2=204(LC 1),3=45(LC 3),6=201(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (9) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)6 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)2,3,6. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. t ► A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITI(° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job • !Truss Truss Type Qty Ply T11800362 1105571 EJ09 Jack-Open 6 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:22 2017 Page 1 ID:4odighex2zQ RMfjTdV7PjBysSrj-iGFrOu RiAOLjdrK5vzJrFSI WbDxCOkG6h_x5cwypaLt -0-6-0 3-0-0 0-6-0 3-0-0 1 2x4 I I 0.25 12 \ Scale=1:9.5 2 3 V N \/(4 • 5 2x4 II 3-0-0 I 3-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.19 Vert(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.09 Vert(TL) -0.01 4-5 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=141/0-3-8,3=75/Mechanical,4=18/Mechanical Max Horz 5=-39(LC 10) Max Uplift5=-100(LC 8),3=-51(LC 12) Max Gray 5=141(LC 1),3=75(LC 1),4=40(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (8) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,3. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. t 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply a 711800363 1105571 HJO1 Diagonal Hip Girder 3 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:23 2017 Page 1 I D:4odighex2zQ RMfjTdV7PjBysSrj-BTp EDERKxhTaF?vHThr4ngra2d7577gGwege9MypaLs 5-3-3 b-511 8-14�i-2-10 12-8-0 I 5-3-3 11511 I 6-5-6 Scale:12"=1' 0.18 12 NAILED NAILED NAILED NAILED NAILED NAILED 4x6 II 4x8 =NAILED NAILED 3x6= 12 13 2 3 14 15 4 Y 11 11 11 a N N ill T I N illOM a - Il Il fl Il " 5x6 = I I I 1 � li 11 16 17 10 3x6 =7 18 19 6 2x4 NAILED NAILED 3x4— 4x6 II NAILED NAILED 5 NAILED NAILED NAILED NAILED 3x4 = I 5-3-3 5y5-p 6-2-10 12-8-0 5-3-3 0.1-1 0.9-10 6-5-6 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.26 6-7 >340 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(TL) 0.22 6-7 >409 180 BCLL 0.0 * 1 Rep Stress Incr NO WB 0.31 Horz(TL) 0.03 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:64 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. 5-7:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=140/Mechanical,9=585/0-7-12,5=-116/Mechanical Max Horz 9=98(LC 23) Max Uplift4=-94(LC 8),9=-927(LC 4),5=-268(LC 19) Max Gray 4=140(LC 1),9=798(LC 35),5=170(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-538/478,12-13=-539/479,2-13=-540/482,2-3=-874/757 BOT CHORD 9-10=-344/249,2-9=-229/313,8-9=-604/635,7-18=-444/368,18-19=-444/368, 6-19=-444/368 WEBS 3-6=-390/471,1-10=-550/609,3-9=-552/331 NOTES- (10) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope);cantilever left exposed;end vertical left exposed;porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb)9=927 ,5=268. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to Muck's ST-TOENAIL Detail. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 10)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-4=-60,10-11=-10,8-9=-10,5-7=-10 Concentrated Loads(Ib) Vert:14=105(F=52,B=52)16=-1(F=-0,B=-0)17=-8(F=-4,B=-4)18=34(F=17,B=17)19=132(F=66,B=66) t ► A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mg 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 ANSI1TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T11800364 1105571 HJO2 Diagonal Hip Girder 4 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc.Wed Aug 09 13:40:24 2017 Page 1 ID:4odighex2zQRMf)TdV7PjBysSrj-ffNCRZSyi?bRs8UU10MJK Oma1 RaZnP9IQChpypaLr 6-2-10 5-3-3o-141 I 10-10-4 I 15$15 5-3-3 5-11 4-7-11 4-7-11 0-5-11 pp Scale=1.27.8 NAILED 18 12 NAILED NAILED NAILED NAILED NAILED NAILED NAILED 3x4= 4x8 = NAILED 3x8 14 15 2 3 16 17 4304= NAILED = nn nn z e n nn o fl fl 5oI N� N jN � l n� n N— d n5x6= nn nn li 13 19 20 12 3x6=9 21 22 8 23 7 2x4 H NAILED NAILED 3x4— 2x6 II NAILED NAILED 6 3x4= NAILED NAILED NAILED NAILED NAILED 3x4 = NAILED 6-2-10 I 5-3-3 `5-412 i 10-10-4 I 15-5-1S 5-3-3 0-1-9 0-9-13 4-7-11 4-7-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL) 0.04 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(TL) 0.05 7-8 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.38 Horz(TL) 0.03 6 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight 80 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 5=130/Mechanical,11=667/0-7-12,6=118/Mechanical Max Horz 11=128(LC 5) Max Uplift5=-117(LC 4),11=-1020(LC 4),6=-233(LC 4) Max Gray 5=130(LC 1),11=840(LC 35),6=172(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-535/476,14-15=-536/477,2-15=-537/480,2-3=-858/746,3-16=-286/343, 16-17=-282/344,4-17=-282/344 BOT CHORD 11-12=-343/248,2-11=-336/375,10-11=-605/623,9-21=-429/400,21-22=-429/400, 8-22=-429/400,8-23=-349/281,7-23=-349/281 WEBS 1-12=-547/606,3-8=-830/613,4-8=-327/174,4-7=-315/392,3-11=-510/346 NOTES- (10) 1)Wnd:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope);cantilever left exposed;end vertical left exposed;porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib)5=117, 11=1020,6=233. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 10)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-5=-60,12-13=-10,10-11=-10,6-9=-10 Concentrated Loads(Ib) Vert:16=105(F=52,B=52)18=-58(F=-44,B=-13)19=-1(F=-0,B=-0)20=-8(F=-4,B=-4)21=34(F=17,B=17)22=59(F=-7,B=66) 23=23(F=-24,B=46) t f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply .0 4 T11800365 1105571 HJO3 Diagonal Hip Girder 2 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:26 2017 Page 1 I D:4odighex2zQ RMfjTdV7Pj BysSrj-b2UMsFUCEcr96Ses8pOnPIT5Lg9jJSuiccvlIhypaLp 6-2-10 5-3-3 p-8-14i 1 10 -10-4 I 15-5-15 5-3-3 5-11 4-7-11 4-7-11 0-5-11 Scale=1.27.8 NAILEDoo 18 12 NAILED NAILEDNAILED NAILED NAILED NAILED NAILED 4x6 II 4x8 = NAILED NAILED 3x6= 14 15 2 3 16 17 4 3x4 = 18 5 fl fl 1 1 ,1I fl fl fl LJ n fl M I � N —// N IN 'Q — ,:a 01d C 5x6= I el fl fl e 3x6= 13 19 20 12 9 21 22 8 23 7 2x4 II NAILED NAILED 3x4= 3x6 II Special 3x4---= NAILED 6 NAILED NAILED NAILED Special NAILED 3x4 = NAILED 6-2-10 1 5-3-3 I 10-10-4 I 15-5-15 5-3-3 0-1-�0.9-13 4-7-11 4-7-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.10 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.69 Vert(TL) 0.09 8-9 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.41 Horz(TL) -0.04 6 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:80 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-14 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. 2-12,3-9:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 5-7-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=129/Mechanical,11=584/0-7-12,6=48/Mechanical Max Horz 11=145(LC 5) Max UpliftS=-122(LC 4),11=-1039(LC 4),6=-268(LC 4) Max Gray 5=129(LC 1),11=964(LC 31),6=344(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-520/464,14-15=-521/465,2-15=-522/468,2-3=-1084/926,3-16=-698/434, 16-17=-695/431,4-17=-695/433 BOT CHORD 11-12=-336/242,2-11=-320/385,10-11=-928/777,9-21=-551/401,21-22=-551/401, 8-22=-551/401,8-23=-435/694,7-23=-435/694 WEBS 1-12=-531/586,3-8=-884/737,4-8=-505/377,4-7=-778/488,3-11=-800/414 NOTES- (11) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.II;Exp D;Encl.,GCpi=0.18; MWFRS(envelope);cantilever left exposed;end vertical left exposed;porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)5=122, 11=1039,6=268. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)324 lb down and 237 lb up at 9-10-13,and 324 lb down and 237 lb up at 9-10-13 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 11)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-5=-60,12-13=-10,10-11=-10,6-9=-10 Continued on page 2 1 ► -- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ikilt 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 ANSIITPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T11800365 1105571 HJO3 Diagonal Hip Girder 2 1 Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:26 2017 Page 2 ID:4odighex2zQ RMfjTdV7PjBysSrj-b2UMsF UCEcr96Ses8pOnPIT5Lg9jJSuiccvllhypaLp LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:16-109(F-54,B-54)18--53(F--45,B=-8)19=-1(F=-0,B=-0)20=-8(F=-4,B=-4)21=33(F=17,B=17)22=208(F=104,B=104)23=21(F=-23,B=44) 1 � A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must venfy 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 ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply a 111800366 1105571 HJO4 Diagonal Hip Girder 5 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:27 2017 Page 1 I D:4odighex2zQ RMflTdV7PjBysSrj-3E2k3bUq?wzOjcD3i WvOxWOIhERE2wesrGe517ypeLo 6-2-10 I 53.314 1 10-10-4 15-5-15 5-3-3 5-11 4-7-11 4-7-11 0-5-11 p Scale=1:27.8 NAILED 18 12 NAILED NAILED NAILED NAILED NAILED NAILED NAILED 3x4 II 4x8 = NAILED NAILED 3x4 = 3x6= 14 15 2 3 16 17 4 18 5 • 1 nn nn a n • nn 1 nn Id n 11 11 11 .<1...)_...._ a ji E E.: n nil El N lot li 13 19 20 12 5x8 9 21 22 8 23 7 2x4 II NAILED NAILED 3x4= 2x8= 2x6 I NAILED 3x4= NAILED 6 NAILED NAILED NAILED NAILED NAILED 3x4 = NAILED 6-2-10 I 5335{12 0-9-131 10-104 I 15-5-15 1 5-3-3 0- 4-7-11 4-7-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.07 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(TL) 0.05 8-9 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.38 Horz(TL) 0.02 5 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix-M) Weight:81 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2`Except* end verticals. 2-12,3-9:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-10-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=129/Mechanical,11=633/0-7-12,6=102/Mechanical Max Horz 11=109(LC 5) Max Uplift5=-117(LC 4),11=-1089(LC 4),6=-241(LC 4) Max Gray 5=129(LC 1),11=872(LC 35),6=223(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-542/482,14-15=-543/483,2-15=-544/486,2-3=-719/631,3-16=-441/380, 16-17=-438/382,4-17=438/382 BOT CHORD 11-12=-351/255,2-11=-333/376,10-11=-565/495,9-21=-484/376,21-22=-484/376, 8-22=-484/376,8-23=-387/437,7-23=-387/437 WEBS 1-12=-555/616,3-8=-813/628,4-8=-402/234,4-7=-490/433,3-11=-599/402 NOTES- (10) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope);cantilever left exposed;end vertical left exposed;porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)5=117, 11=1089,6=241. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 10)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-5=-60,12-13=-10,10-11=-10,6-9=-10 Continued on page 2 � 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. la 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty 'Py • T11800366 1105571 HJO4 Diagonal Hip Girder 5 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc.Wed Aug 09 13:40:27 2017 Page 2 ID:4odighex2zORMfj(TdV7PjBysSrj-3E2k3bUq?wzOjcD3jWeo VWIhERE2wesrGesl7ypaLo LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:16-101(F-51,B-51)18--60(F--17,B--43)191(F=-0,B--O)20--8(F--4,B--4)21-36(F=18,B-18)22-136(F-68,B-68)231(F=24,B=-25) • 1 , A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEI<REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. -; Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply ' A. T11800367 1105571 HJO5 Diagonal Hip Girder 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7640 s Apr 19 2016 MiTek Industnes,Inc. Wed Aug 09 13:40:28 2017 Page 1 I D:4odighex2zQRMf)TdV7PjBysSrj-XQc7HxVTmE5tLmoFGEO FUjYRVevInOl?3wOPgaypaLn 52-10 11-1-5 I 5-3-3 68-14j 10-1-14 10-7-9I I 15-5-15 I 5-3-3 0-5-11 3-11-5 0-5-11 4-4-10 0-5-11 0-5-11 Scale=1:31.2 0.18 12 NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED 4x6= 4x8= 2x4 H 3x6= NAILED 3x6 — 19 20 2 3 21 4 5 22 6� n� �n I •/I • n FIR , T i_ I nn b • I l t • /' I n 5x6= ��1�• N 11 fl 11 nn O 2x6 = ® nn 4f:'�16; n11 O I 2x6= 18 23 24 17 14 25 13 9 26 8 2x4 II NAILED NAILED 3x4= 2x4 II 3x4 = 3x4 = NAILED 7 NAILED NAILED 2x4 II NAILED 3x4= NAILED NAILED NAILED Special 5 5-8-14 11-1-5 5-3-3I 5-3-3 0-1-13 0-5-11I 3-111-5 I10-9-97 I I 15-5-15 4+10 I 0-3-14 0-1-13 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL) -0.03 15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.40 Vert(TL) 0.02 14 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.29 % Horz(TL) 0.03 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:81 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-15 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. 2-17,3-14:2x4 SP M 31,4-13,5-9:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings Mechanical except Qt=length)16=0-7-12,11=0-7-12. (Ib)- Max Horz 16=189(LC 5) Max Uplift All uplift 100 lb or less at joint(s)6,7 except 16=-1031(LC 4),11=-180(LC 8) Max Gray All reactions 250 lb or less at joint(s)6,7,11 except 16=852(LC 35) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-19=-510/462,19-20=-511/466,2-20=-512/466,2-3=-1188/1045 BOT CHORD 16-17=-332/253,2-16=-295/356,15-16=-775/830,14-25=-283/358,13-25=-283/358, 12-13=-349/167 WEBS 1-17=-529/578,3-13=-543/395,3-16=-482/446 NOTES- (10) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope);cantilever left exposed;end vertical left exposed;porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,7 except(jt=1b) 16=1031,11=180. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 10)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-6=-60,17-18=-10,15-16=-10,13-14=-10,10-12=-10,7-9=-10 Concentrated Loads(Ib) Vert:4=-70(F)13=78(F=-23,B=101)21=-84(F=-139,B=55)22=-17(B)23=-1(F=-0,B=-0)24=-8(F=-4,B=-4)25=-0(F=-17, B=17)26=27(F=3,B=24) 4 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Mt Design valid for use only with MiTek®connectors.This design is bawd 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Tampa,FL 36610 ' Job Truss Truss Type Qty Ply 711800368 1105571 HJO6 ROOF TRUSS 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:4030 2017 Page 1 ID:4odighex2zQ RMfjTdV7PjBysSrj-TpkthdXjlrLba3xdNfTjZ8ei4RT7FEflXDIWvSypaLl 533 16 2-10 17-2-0 11-3-9 15-5-15 5-3-3 0-11-6 0-11-6 4-1-9 4-2-6 Scale=1:27.5 NAILED 0.18 12 Special NAILED NAILED NAILED Special Special NAILED NAILED Special NAILED NAILED 4x6 H 3x4= 2x8 II NAILED 3x8 = NAILED NAILED 2x4 II 3x8= 16 17 2 3 4 18 19 5 20 21 8 7 1 ° ll I1 11 o � a o l l l l e p1 J — 1 N E o 1 nn �� nn nn ° Io 3x8= 5x12 = 15 22 23 14 11 24 25 10 26 27 9 2x4 NAILED NAILED 3x6= 2x4 II NAILED 4W—_ NAILED NAILED 8 NAILED NAILED NAILED Special Special 3x6= NAILED NAILED NAILED NAILED 5-3-3 5-0-10 6-5-2 17-2-0 I 11-3-9 I 15-5-15 I 5-3-3 0-1-13 1-0-2 0-8-14 4-1-9 4-2-6 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.99 Vert(LL) -0.06 9-10 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.86 Vert(TL) -0.10 9-10 >995 240 BOLL 0.0 ` Rep Stress Incr NO WB 0.55 Horz(TL) 0.01 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Wind(LL) 0.05 9-10 >999 240 Weight:90 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2`Except* end verticals. 8-11:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 7-6-15 oc bracing:13-14 6-0-0 oc bracing:12-13. REACTIONS. (Ib/size) 13=1298/0-7-12,12=884/0-7-12,9=1228/Mechanical Max Horz 13=60(LC 5) Max Upliftl3=-1189(LC 9),12=-265(LC 6),9=-602(LC 8) Max Gray 13=1308(LC 33),12=884(LC 1),9=1228(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-568/640,16-17=-569/642,2-17=-570/646,2-3=-770/867,3-4=-237/298, 4-18=-206/255,18-19=-207/257,5-19=-208/263 BOT CHORD 13-14=-409/369,2-13=-721/412,12-13=-629/547,4-12=-707/347,10-26=-512/1027, 26-27=-512/1027,9-27=-512/1027 WEBS 1-14=-752/676,3-13=-440/388,10-12=-465/962,5-10=-269/314,5-9=-1174/585, 6-9=-325/130,5-12=-1391/774,3-12=-558/618 NOTES- (11) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope);cantilever left exposed;end vertical left exposed;porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 13=1189,12=265,9=602. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 113 lb up at 7-0-14,and 116 lb down and 125 lb up at 7-0-14 on top chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 11)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Continued on page 2 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 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,note 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 Niel( 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 ANSIRPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 'Job Truss Truss Type Qty Ply T11800366 1105571 HJO6 ROOF TRUSS 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc.Wed Aug 09 13:40:30 2017 Page 2 I D:4odighex2zQ RMf)TdV7PjBysSrj-TpkthdXj l rLba3xd Nf TjZBei4RT7FEflXDtWvSypaLl LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-6=-107,6-7=-27,14-15=-7,12-13=-7,8-11=7 Concentrated Loads(Ib) Vert:2=-146(F=73,B=-73)4=-220(B=-104)14=-32(F=-16,B=-16)17=-15(F=8,B=-8)18=110(F=28,B=-139)19=-180(F=-28,B=-152)20=-64(F=-8,B=-56) 21=-181(F=84,B=97)22=-2(F=-1,8=-1)23=-12(F=6,B=-6)24=-19(F=8,8=-27)25=-113(F=-20,8=-92)26=-282(F=-17,B=-266)27=-311(F=-30,8=-280) t t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 11111 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 ANSVTPtl Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 A Job * Truss Truss Type Qty Ply 111800369 1105571 HJO7 Diagonal Hip Girder 4 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:30 2017 Page 1 I D:4odighex2zQ RMfjTdV7Pj BysSrj-TpkthdXjlrLba3xdNfTjZBesZReAFMFIXDtwvSypa LI -0-8-8 4-2-15 0-8-8 4-2-15 1 2x4 11 NAILED 0.18 12 Scale=1:10.0 2 6NAILED 3 X)( • p 10/ )\1( 7 NAILED 4 NAILED 5 2x4 11 4-2-15 i 4-2-15 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.32 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.15 Vert(TL) -0.03 4-5 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) 0.02 3 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 5=197/0-4-15,3=108/Mechanical,4=27/Mechanical Max Horz 5=-44(LC 6) Max Uplift5=-218(LC 4),3=-114(LC 8),4=-4(LC 8) Max Gray 5=197(LC 1),3=108(LC 1),4=58(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (10) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope)gable end zone;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb)5=218 ,3=114. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 10)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-5=-10 Concentrated Loads(Ib) Vert:7=2(F=1,B=1) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. —_ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply d I. 1105571 TO1i Hip Girder 1 1 711800370 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:4033 2017 Page 1 I D:4odighex2zQRMfjTdV7PjBysSrj-uOPOKeZbbmkARXgC3n0QBnGI DfZLSdskDB5AVnypaLi 1 3-9-12 +-4-121 9-0-0 111-6-8 I16-1-12 16-8-13 20-6-8 I 3-9-12 b-7-0 4-7-4 2-6-8 4-7-4 7-0 3-9-12 Scale=1:37.8 0.25 12 Special Special 3x6 II 3x6= 416= SLED 4x6 — 3x8 = 3x6 II 2x6 II 2x6 II 2 3 4 23 5 6 7 8 -- Y v fli' 9 N N la rVij 1n°I r_ r� i2x4H O �n 0 3x4 d 22 21 17 1624 15 14 10 9 2x6 II 2y6 II 2x4 II 3x4— NAILED 3x8 — 2x4 II 2x6 II 24 II 3x4= Special Special 2x4= Q 44a-12 16-8-12 p--4 3-9-12 0-0'Y2 I 4-7-4 11-6-8 14-7 4z t6,41.-491 20-6-8 3-9-12 I 0-64 0-0-12 LOADING(psf)41 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL) 0.04 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(TL) 0.05 15-16 >999 180 BCLL 0.0 ep Stress Incr NO WB 0.39 Horz(TL) 0.02 12 n/a n/a BCDL 5.0 *jrI Code FBC2014/TPI2007 (Matrix-M) Weight:101 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. 2-21,3-17,6-14,7-10:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 19=702/0-5-8,12=702/0-5-8 Max Horz 19=221(LC 5) Max Uplift19=-833(LC 4),12=-826(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-293/256,3-4=-650/726,4-23=-649/727,5-23=-649/727,5-6=-651/726, 6-7=-279/256 BOT CHORD 2-20=-306/312,19-20=-256/309,18-19=-312/307,3-18=-318/394,16-17=-236/253, 16-24=-809/681,15-24=-809/681,6-13=-315/387,12-13=-256/188,11-12=-256/188, 7-11=-305/298 WEBS 3-16=-862/645,4-16=-302/220,5-15=-302/200,6-15=-845/645 NOTES- (11) 1)Unbalanced roof live loads have been considered for this design._ 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)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 20.0psf 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)19=833, 12=826. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)126 lb down and 173 lb up at 9-0-0, and 126 lb down and 173 lb up at 11-6-8 on top chord,and 268 lb down and 293 lb up at 9-0-0,and 268 lb down and 293 lb up at 11-5-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 11)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Continued on page 2 1 r M A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job t Truss Truss Type Qty Ply T11800370 1105571 101 Hip Girder 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:33 2017 Page 2 ID:4odighex2zQRMf)TdV7Pj BysSrj-uOPOKeZbbmkARXgC3n0QBnGIDfZLSdskDB5AVnypaLi LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-8=-60,21-22=-10,18-20=-10,14-17=-10,11-13=-10,9-10=-10 Concentrated Loads(Ib) Vert:4=-99(F)5=-99(F)16=124(F)15=124(F)23=-44(F)24=8(F) • • t A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply h A T11800371 1105571 T02 Roof Spedal 2 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:33 2017 Page 1 ID:4odighex2zQRMfjT.dV7Pj BysSrj-uOPOKeZbbmkARX9C3n0QBnGFVfYcScJkDB5AVnypaLi I 3-9-12 II-4.12 1 110-3-4 I 16-11-03-9-12 0-7-0 5-10-8 6-7-12 Scale=1:29.8 0.25 12 5x6 II 4x6 4x6 II 4x6 ll 2 35x6= 4 5 1 • o • —o 4 t�!f1 N � E El • id., 13 12 8 7 6 3x4 II 4x6 II 2x4 II 3x4= 6x8 = 2x6= 4-4-12 I 3-9-12 3-1111 1 10.34 16-11-0 3-9-12 &10-8 6-7-12 0.6-4 Plate Offsets(X,Y)— 112:Edae,0-3-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.85 Vert(LL) 0.18 6-7 >841 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(TL) 0.15 6-7 >985 180 BCLL 0.0 * Rep Stress Incr YES WB 0.49 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight 82 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-3 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-4-4 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS. (Ib/size) 6=400/Mechanical,10=764/0-5-8 Max Horz 10=65(LC 9) Max Uplift6=-309(LC 8),10=-705(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-530/222,3-4=-550/1260 BOT CHORD 2-11=-282/545,10-11=-223/713,9-10=-223/451,3-9=-396/650,6-7=-1251/557 WEBS 3-7=-1594/662,4-6=-519/1180 NOTES- (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf 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. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ot=lb)6=309, 10=705. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 4 r MOM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MI 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 bradng 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 ANSITIPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type IQty Ply • T11800372 1105571 T04 Hip Girder 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries.Inc. Wed Aug 09 13:40:36 2017 Page 1 I D:4odighex2zQRMfjTdV7PjBysSrj-Iz58ygbUth6kl_PnkvZ7pPuoUsWlfuPAv9Kg66ypaLf I 3-9-12 4 1$ 9-0-0 I 13-0-4 I 17-0-8 I 21-7-12 22-2-1Q 26-0-8 I 3-9-12 0-7-d 4-7-4 4-0-4 4-0-4 4-7-4 0-7-d 3-9-12 Scale:1/4"=1' 0.25 12 NAILED 3x6= 3x8= 4x6= 2x6 II 3x6= 3x8 = 4x6= 3x8= 2x6 II 1 2 3 4 5 8 7 8 9 I: s I I y It' ii • o Y N d 2x• = 6x- _ 23 22 19 1817 18 15 14 11 10 2x6 II 2x6 II 4x12 = 4x6 _ 2x4 II 4x12 = 2x4 II 2x6 II 6x8 = Speaal 2x4=2x6 II 2x4 I I 4-4-12 22-2-12 I 3-9-12 3-1-8 I 9-0-0 I 13-0-4 I 17-0.6 I 21-7-12 2 26-0-8 3-9-12 0.0.2 4-7-4 4-0-4 4-0-4 4-7-4 0-64' 3-9-12 0-6-4 0-0-12 LOADING(psf)I SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0/ Plate Grip DOL 1.00 TC 0.68 Vert(LL) 0.10 16-18 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vert(TL) -0.11 16-18 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.79 Horz(TL) -0.02 13 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:145 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-5 oc purlins, except BOT CHORD 2x4 SP No.3*Except* end verticals. 22-23,20-21,12-13,10-11:2x4 SP No.2,17-19,14-17:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. ;Ib/size) 20=1221/0-5-8,13=1015/0-5-8 Max Horz 20=187(LC 5) Max Uplift20=-1144(LC 4),13=-979(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-428/408,3-4=-1246/1201,4-5=-1242/1202,5-6=-838/933,6-7=-842/932, 7-8=-414/407 BOT CHORD 3-20=-815/730,18-19=-279/347,17-18=-1391/1345,16-17=-1391/1345, 15-16=-1391/1345,14-15=-278/216,7-13=-621/575 WEBS 3-18=-1585/1657,5-18=-430/597,5-15=-575/546,7-15=-1229/1223,2-20=-369/360, 8-13=-368/368 NOTES- (11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.II;Exp D;Encl.,GCpi=0.18; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 20=1144,13=979. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)429 lb down and 395 lb up at 9-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 11)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-9=-60,22-23=-10,20-21=-10,14-19=-10,12-13=-10,10-11=-10 Continued on page 2 1 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 JobPly Truss Truss Type Qty A 111800372 1105571 T04 Hip Girder 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc.Wed Aug 09 13:40:36 2017 Page 2 I D:4odighex2zQ RMf)TdV7 Pj BysSrj-Iz58ygb Uth6kl_PnkvZ7pPuoUs W ffu PAv9Kg66ypaLf LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:4=-55(B)18=-378(B) 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1.7473 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 budding 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 4 'Job Truss Truss Type Qty Ply 711800373 1105571 T05 Hip 1 1 i Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 1340:38 2017 Page 1 ID:4odighex2zQ RMfjTdV7PjBysSrj-ELDvNMdkPI MSYIZArKcbugz3SgCQ7mpTNTpxB?ypaLd 3-9-12 4f4-11 11-0-0 1 13-0-4 15-0-8 I 21-7-12 22-2-12 26-0-8 I 3-9-12 7 6-7-4 2-0-4 2-0-4 6-7-4 0-7-0 3-9-12 Scale:1/4".1' 0.25 12 li 4x8= 4x6 4x6 I I 4x6 = 2x4 I I 4x6= 4x8 = 4x6 I I 4x6 II 1 2 3 4 5 6 7 8 9 NO BO .i ►� k-,� 1r ' 1dN ai X G N Tr4 d -x.06 - EN �O4x -d 21 20 17 16 22 15 14 11 10 3x4 I I 4x6 II 3x10= 3x6 —_ 4x6 = 3x4 I 4x6=4x8 = 6x8=456 I I 4-4-12 22-2-12 3-9-12 12 uo�ii 1 11-0-01 2-0-4 I i a4s 1 26-i 142 i9ii 1 0-6-4 0-0-12 Plate Offsets(X,Y)— 14:0-3-0,0-3-71,16:0-3-0,0-3-71,114:Edge,0-1-121,f17:Edge,0-1-121.f20:Edge,0-3-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/def Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.97 Vert(LL) 0.40 14-16 >558 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(TL) 0.33 14-16 >679 180 BCLL 0.0 * Rep Stress lncr YES WB 0.92 Horz(TL) -0.01 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight 125 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. 2-20,3-17,7-14,8-11:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-1-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-16,7-16 REACTIONS. (lb/size) 19=901/0-5-8,12=901/0-5-8 Max Horz 19=193(LC 9) Max Uplift19=-886(LC 8),12=-882(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-378/180,3-4=-1326/2597,4-5=-1321/2599,5-6=-1321/2599,6-7=-1326/2597, 7-8=-343/180 BOT CHORD 2-19=-138/352,18-19=-505/168,17-18=-275/113,16-17=-496/227,16-22=-536/227, 15-22=-536/227,1415=-536/227,13-14=-274/113,12-13=-365/168,8-12=-138/352 WEBS 3-16=-2338/1128,7-16=-2286/1128,5-16=-469/461,3-19=-627/1041,7-12=-627/1020 NOTES- (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)19=886, 12=882. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. t • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. IIII 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 propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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/TPM Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply } I ' T11800374 1105571 106 Roof Special 4 1 Job Reference(optional) Builders FirstSource, Jacksonville,F132244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:39 2017 Page 1 ID:4odiighex2zQRMfjTdV7Pj BysSrj-jYnHaieMAcUJ9S8M P27gR2WH44W5sKtdb7YUjRypaLc I 3.9-124-11 8-9-6 13-0-4 I 17-3-2 1 21-7-12 22-2-1g 26-0-8 I 3-9-12 o-7-0 4-4-10 4-2-14 4-2-14 4-4-10 6-7-0 3-9-12 Scale=1:47.1 0.25 12 3x411 4,6 11 4x6= 4x6 Il 343= 3x6= 3x4 I I 4x6 II 4x6 II 2 3 4 5 8 7 8 9 r -- 4 r q N .�mit ' ICitr N i1 c 20 lot �'13� 1 ° 9 • 0 23 22 18 1716 15 11 10 3x4 II 4x6 I 13x6 = 3x8= 3 —— 3x6= 3x4 II 2x6 = 2x6 =3x6 = 4x6 II 3x6= 4-4-12p� 22-2-12 3-99--12 000-2 1 1837$ 2&i e 2e-621 411 26-0-8 3-9-12 0-6-4 0-0-12 Plate Offsets(X,Y)— f22:Edae,0-3-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) 0.35 17-18 >613 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(TL) 0.29 17-18 >742 180 BCLL 0.0 * Rep Stress lncr YES WB 0.49 Horz(TL) 0.02 13 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:124 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-11 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. 2-22,3-18,7-15,8-11:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 20=901/0-5-8,13=901/0-5-8 Max Horz 20=188(LC 9) Max Uplift20=-856(LC 8),13=-852(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-443/218,4-5=-1017/2143,5-6=-1017/2143,7-8=-414/218 BOT CHORD 2-21=-362/612,20-21=-220/636,19-20=-335/325,18-19=-1021/465,17-18=-1462/740, 16-17=-1482/740,15-16=-1482/740,14-15=-1009/465,13-14=-242/411,12-13=-242/411, 8-12=-362/606 WEBS 4-18=-922/1637,4-17=-950/363,6-17=-916/363,6-15=-922/1608 NOTES- (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)20=856, 13=852. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. t f AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mit 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 ANSIRPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 • ! Job .Truss Truss Type Qty Ply T11800375 1105571 T07 Root Special 2 1 Job Reference(optional) Builders FirstSource, Jadcsonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:40 2017 Page 1 I D:4odighex2zQRMfjTdV7PjBysSrj-BkLfo2e_xwcAnciYzle3zF2SaTtXbljmgnl2FtypaLb I 3-9-124121 8-9-6 13-0-4 I 17-3-2 22-1-4 3-9-12 7-0 4-4-10 4.2.14 4-2-14 4-10-2 Scale=1:41.1 0.25 12 3x6= 4x6 = 4x6 4x6 II 3x6= 4x6= 3x6 = 6x10 = 2 3 4 5 6 7 I 041 o 17 N li bTA e-..6x6 m �� • . dl 15 14 11 10 9 8 3x4 II 4x6 II 4x6 = 3x8= 3x8—_ 3x8 = 2x4 -=- 4-4-12 4-4-12 I 3-9-12 3-1 I 13-0-4 I 22-14 3-9-12 2 8-7-8 9-1-0 I 9164 Plate Offsets(X,Y)— f14:Edae,0-3-81 LOADING(psf) SPACING- 2-0-0 CSI. i, DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) 0.38 10-11 >574 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(TL) 0.32 10-11 >687 180 BCLL 0.0 * Rep Stress Ina YES WB 0.51 Horz(TL) 0.02 17 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) I Weight:111 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. 2-14,3-11:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 13=908/0-5-8,17=586/0-4-12 Max Horz 13=64(LC 9) Max Uplift13=-841(LC 8),17=-468(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-368/165,4-5=-1211/2633,5-6=-1211/2633,6-7=-154/363,8-16=-1055/468, 7-16=-1055/468 BOT CHORD 2-13=-369/643,11-12=-1087/476,3-12=-859/352,10-11=-1748/937,9-10=-1821/968, 8-9=-1821/968 WEBS 4-11=-939/1720,4-10=-993/361,6-10=-905/337,6-8=-922/1650,3-13=-424/850 NOTES- (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf 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. 6)Bearing at joint(s)17 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)13=841, 17=468. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 1 f WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 711800376 1105571 •TOB Hip Girder 1 2 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:41 2017 Page 1 ID:4odighex2zQRMfjTdV7PjBysSrj-fwu t?NfdiDkl PmHIXT9I WTbfTtHZK8Pv3R 1 bnJypaLa 13-3-0 3-9-12 44-1 87-2 12-9-8 131-0141 178-6 I 22-1-4 I 3-9-12 78 4-2-6 4-2-6 0-3-12 4-3-6 4-6-14 0-2-12 Scale=1:41.8 0.25 12 4x6= 3x8 = 3x4 = 2x4 II • 5X8 _ 2x4 II 5x12 = 2x4 II 2 3 4 5 6 7 1 n16! /W\ rya; Y ,pJ er N N y r 2x'�_ IIII ^I IIII IIII III I.11 19 N b 17 16 13 12 11 20 10 21 22 9 23 24 8 2x4 II 2x4 II 5x8= 4x6= HTU26 2x4 II HTU26 4x12= HTU26 4x12 I I 3x6—2x4 II HTU26 HTU26 HTU26 4-4-12 13-3-0 3-9-12 3-ip-8 1 8-7-2 I 12-9-8 13/0 41 17-6-6 22-1-4 3-9-12 8-01/12 4-2-6 4-2-6 a2-12 4-3-6 4-6-14 0-6-4 0-2-12 Plate Offsets(X,V)— f7:0-3-8,0-3-01,[8:0-5-8,Edae].[18:0-3-0.0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) 0.11 10-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(TL) -0.14 9-10 >999 180 BCLL 0.0 * Rep Stress lncr NO WB 0.80 Horz(TL) 0.00 19 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix-M) Weight:257 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.3*Except* end verticals. 16-17,14-15:2x4 SP No.2,11-13,8-11:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3*Except* 7-8:2x4 SP No.2 OTHERS 2x6 SP No.2 REACTIONS. (Ib/size) 14=1808/0-5-8,19=2768/0-3-8 Max Horz 14=64(LC 5) Max Uplift14=-1487(LC 4),19=-1634(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-443/420,3-4=-2318/1783,4-5=-2318/1787,5-6=-3839/2402,6-7=-3838/2399, 8-18=-545/1013,7-18=-545/1013 BOT CHORD 3-14=-1391/1079,12-13=-281/327,11-12=-2801/3986,11-20=-2801/3986, 10-20=-2801/3986,10-21=-2801/3986,21-22=-2801/3986,9-22=-2801/3986, 9-23=-491/833,23-24=-491/833,8-24=-491/833 WEBS 3-12=-2340/2905,4-12=-251/195,5-12=-1872/1140,5-9=-205/451,6-9=-257/210, 7-9=-2146/3380,5-10=-651/776,2-14=-412/401 NOTES- (13) 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-7-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope);cantilever left exposed;end vertical left exposed;porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 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 20.0psf 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. 8)Bearing at joint(s)19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 14=1487,19=1634. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting Contlitablifed;Awn2the left end to 21-0-12 to connect truss(es)to front face of bottom chord. f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. la 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 a T Job Truss Truss Type Qty Ply 111800376 1105571 708 Hip Girder 1 2 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:4(142 2017 Page 2 I D:4odighex2zQ RMfTdV7PjBysSrj-77 SPDjgFTXsuovsx4AgX2g7gDHdo3bf3H5n8KmypaLZ NOTES- (13) 12)Fill all nail holes where hanger is in contact with lumber. 13)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-5=-60,5-7=-60,16-17=-10,14-15=-10,8-13=-10 Concentrated Loads(Ib) Vert:10=-317(F)20=-422(F)21=-317(F)22=-317(F)23=-1068(F)24=-639(F) • 1 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T11800377 1105571 T09 Half Hip Girder 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc Wed Aug 09 13:40:42 2017 Page 1 I D:4odighex2zQRMfjTdV7PjBysSrj-77SPDjgFTXsuOvsx4AgX2g7gmHff3hO3H5n8KmypaLZ 3-9-1214-4-12 11-0-0 12-9-8 3-9-12 0-7-0 6-7-4 1-9-8 Scale=1:22.9 0.25 12 Special 3x4 II 4x6 2x4 II 2x6 II 2 33x6= 4 5 1 • CZ WM — of o 0 o I e e d ex4 = 2x6��� po 13 12 8 7 6 2x6 I 2x6 I I 2x4 I I 3x4= 6x8= Special 4-4-12 3-9-12 3-IQ-8 I 11-0-8 I 12-9-8 3-9-12 0-8-'12 6-7-4 1-9-8 0-6-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) 0.08 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.55 Vert(TL) -0.08 7-8 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.44 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:65 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. 2-12,3-8:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=432/Mechanical,10=690/0-5-8 Max Horz 10=76(LC 5) Max Uplift6=-540(LC 4),10=-693(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-254/216,3-4=-325/419 BOT CHORD 10-11=-215/269,3-9=-378/318,6-7=-404/317 WEBS 3-7=-525/391,4-7=-279/189,4-6=-540/689 NOTES- (10) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf,BCDL=3.0psf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope);cantilever left exposed;end vertical left exposed;porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)6=540, 10=693. 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)146 lb down and 234 lb up at 11-0-0 on top chord,and 269 lb down and 360 lb up at 11-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 10)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-5=-60,12-13=-10,9-11=-10,6-8=-10 Concentrated Loads(Ib) Vert 4=-133(B)7=-114(B) t I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.I W03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 1 t Job Truss Truss Type Qty Ply 711800378 1105571 T10 Roof Special 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:43 2017 Page 1 I D:4odighex2zQ RMf)TdV7PjBysSrj-bJ0nQ3htEr_Ie3R7etBmbugxJhOUoAzCWI WisCypaLY 7-9-8 I 9-7-11 1 7-9-8 1-10-3 0.25 112 Scale=1:18.4 4x6 II 1 5x6 II 3x4= 2 3 r r o� 4x6= 5 3x4 = 4 6 2x4 II 7-9-8 1 9-7-11 I 7-9-8 1-10-3 Plate Offsets(X,Y)— (1:Edge,0-3-8),(2:Edoe,0-2-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.90 I Vert(LL) -0.09 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.39 I Vert(TL) -0.16 5-6 >693 180 BCLL 0.0 * Rep Stress Incr YES WB 0.29 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:52 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 6=327/Mechanical,4=327/Mechanical Max Horz 6=-8(LC 9) Max Uplift6=-169(LC 9),4=-165(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-226/324,2-3=-284/297,3-4=-346/337 BOT CHORD 5-6=-330/306 WEBS 2-6=-232/256,2-5=-326/488,3-5=-511/493 NOTES- (8) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)6=169, 4=165. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 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 Wel(' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing P iTe k. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 3 Job Truss Truss Type Qty Ply 711800379 1105571 T11 Roof Spedal 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:43 2017 Page 1 ID:4odighex2zQ RMfjTdV7 Pj BysSrj-bJ0nQ3htEr_Ie3R7etBmbugOLh3woBaCWI WisCypaLY 1-10-8 5-9-8 I 9-7-11 1-10-8 3-11-0 3-10-3 0.25 112 Scale=1:19.3 4x6 I I 3x6 4x6= 3x4= 1 2 3 4 • _ 7, 7 rN N e eC 3x4= 6 3x4 — 5 7 2x4 II 1-10-8 5-9-8 j 9-7-11 1-10-8 3-11-0 3-10-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.03 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.23 Vert(TL) -0.06 6-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.25 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:52 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-0-8 oc bracing. REACTIONS. (lb/size) 7=327/Mechanical,5=327/Mechanical Max Horz 7=-4(LC 8) Max Uplift7=-168(LC 8),5=-166(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-369/406,4-5=-311/370 BOT CHORD 6-7=-425/380 WEBS 3-7=-336/374,3-6=-172/287,4-6=-454/416 NOTES- (8) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=168, 5=166. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. • t N AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T11800380 1105571 T12 Flat 11 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7,640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:44 2017 Page 1 ID:4odighex2zQ RMfjTdV7PjBysSrj-3VaAdPiV?86cGDOKCbj?85DDI5JLXeVMIPGFOeypaLX 4-9-14 9-7-11 4-9-14 4-9-14 Scale=1:18.7 2x4 II 3x4= 2x4 II 1 2 3 e c e e 5x6= 4 5x6 9-7-11 9-7-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) -0.25 4-5 >442 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.60 Vert(TL) -0.44 4-5 >253 180 BCLL 0.0 * Rep Stress Incr YES WB 0.21 Horz(TL) 0.01 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:49 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-1-10 oc bracing. REACTIONS. (lb/size) 5=327/Mechanical,4=327/Mechanical Max Uplift5=-167(LC 8),4=-167(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 4-5=-500/374 WEBS 2-5=-372/539,2-4=-372/539 NOTES- (8) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Encl.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)5=167, 4=167. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. tut 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 iw iie k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSt/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply g ' T11800381 1105571 T13 Hip Girder 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:45 2017 Page 1 ID:4odighex2zQRMfjTdV7PjBysSrj-Xh8Yrli7mSETtNb WmIEEgJlI mUhCGxIV_3?pw5ypaLW 6-8-8 { 11-9-8 I 14-11-6 18-10-4 i 6-8-8 5-1-0 3-1-14 3-10-14 Scale=1:34.1 0.25 12 Special 4x6 7-- 5x8 5x8 = 4x6=axsll 2x4 II 5x12 = 1 2 3 4 5 11.1.- OA o IeI 1 N eir 12 A li 9 13 8 7 8 10 2x4 I I HTU26 3x4 = 7x8= 3x4 II 8x10 = Special I 6-8.8 I 11-9-8 I 14-11-6 18-10-4 I 6-8-8 5-1-0 3-1-14 3-10-14 Plate Offsets(X.Y)— [5:0-3-8.0-3-01.[7:0-3-12,0-4-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.84 Vert(LL) 0.18 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.50 Vert(TL) -0.27 8-9 >820 180 BCLL 0.0 * Rep Stress Incr NO WB 0.85 Horz(TL) 0.02 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:115 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-15 oc purlins, except BOT CHORD 2x6 SP M 26*Except* end verticals. 6-7:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-1-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-10 OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 10=1078/Mechanical,12=1152/0-4-12 Max Uplift10=-641(LC 4),12=-732(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3080/2024,3-4=-1788/1161,4-5=-1788/1158 BOT CHORD 9-10=-1603/2622,9-13=-1603/2622,8-13=-1603/2622,7-8=-1997/3047,6-7=-188/297 WEBS 2-10=-2662/1626,2-9=-90/338,2-8=-553/501,3-8=-301/503,3-7=-1534/1024, 5-7=-1139/1753 NOTES- (14) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)10=641, 12=732. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 9-8-7 from the left end to connect truss(es)to front face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)175 lb down and 259 lb up at 11-9-8 on top chord,and 193 lb down and 238 lb up at 11-8-7 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 14)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Continued on pace 2 t i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSIRPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply t x T11800382 1105571 T14 Hip 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:46 2017 Page 1 ID:4odighex2zQ RMfjTdV7PjBysSrj-?uiw25jIXmMJ VXAiJOITDWIXKu_v?S_fCjIMTXypaLV 4-8.6 8-8-89-3-0 f-9-8I 13-9-0 18-10-4 4-8-8 4-0-2 8 b-6-8 3-11-8 5-1-4 Scale=1:34.2 0.25 12 _ 4x6= 3x4= 4x6 3x4 = 2x4 6x10 = 2 3 4 5 w sYs w Her" ryN 11 8 7 6 96x8= 3x8= 3x6 3x8 8-8-8 B-&0 p9-8I 18-10-4 8-8-8 8'D-6-8 9-0-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.16 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.66 Vert(TL) -0.30 8-9 >738 180 BCLL 0.0 * Rep Stress lncr YES WB 0.59 Horz(TL) 0.03 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:95 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-11-2 oc bracing. OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 9=649/Mechanical,11=618/0-3-8 Max Horz 9=3(LC 8) Max Uplift9=-287(LC 8),11=-274(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1351/1103,3-4=-1351/1103,6-10=-390/493,5-10=-390/493 BOT CHORD 8-9=-918/1030,7-8=-962/1086,6-7=-962/1086 WEBS 2-9=-1106/1004,2-8=-195/417,4-8=-146/369,4-6=-1014/922 NOTES- (10) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.I1;Exp D;End.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf 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. 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)9=287, 11=274. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 ANSITfPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Py T11800383 1105571 T15 Roof Special 4 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:46 2017 Page 1 ID:4odighex2zQ RMfjTdV7PjBysSrj-?uiw25jlXmMJVXAiJOITDWI UCuw5?TSfCjIMTXypaLV I 3-9-12 1� 9-0-8 I 13-6-8 I 18-0-8 I 23-1-12 I 3-9-12 7-0 4-7-12 4-6-0 4-6-0 5-1-4 Scale=1:43.1 0.25 12 3x6= _ 456— 4x6 I 4x6 II 3x6= 4x6 3x6 = 6x10 = 1 2 3 4 5 6 7 NMI N f4i I a I :� 1., 17 N tz li 15 14 11 10 9 8 3x4 II 4x6 I I 4x6= 3x8= 3x6= 3x8 = 2x6-7--- 4-4-12 4-4-12 I 3-9-12 3-1 8 1 13-6-8 I z3-1-1z 3-9-12 o-0-2 9-1-12 9-7-4 I 916-4 Plate Offsets(X,Y)— 114:Edge,0-3-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) 0.37 10-11 >625 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(TL) 0.31 10-11 >752 180 BCLL 0.0 * Rep Stress!nor YES WB 0.56 Horz(TL) 0.02 17 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix-M) Weight 115 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-2 oc purlins, except BOT CHORD 2x4 SP No.3*Except* end verticals. 14-15,12-13:2x4 SP No.2,8-9,9-11:2x4 SPM 31 BOT CHORD Rigid ceiling directly applied or 2-2-7 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 13=944/0-5-8,17=624/0-4-12 Max Horz 13=64(LC 9) Max Uplift13=-873(LC 8),17=-499(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-361/164,3-4=-130/274,4-5=-1356/2915,5-6=-1356/2915,6-7=-167/387, 8-16=-1111/499,7-16=-1111/499 BOT CHORD 2-13=-361/630,11-12=-1136/504,3-12=-894/369,10-11=-1954/1058,9-10=-2020/1085, 8-9=-2020/1085 WEBS 4-11=-1039/1885,4-10=-1065/394,6-10=-985/373,6-8=-1027/1827,3-13=-462/914 NOTES- (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf 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. 6)Bearing at joint(s)17 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)13=873, 17=499. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. t 1 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. la 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 ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 a, M Job Truss Truss Type Qty Ply TI1800384 1105571 T16 Roof Special 7 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:48 2017 Page 1 ID:4odighex2zQRMfjTdV7PjBysSrjj-yGpgTn103Nc1kciK5RRnxIxNrAid4TNGxg1 ETXPypaLT I 3-9-12 414-12 9-0-8 I 13-6-8 I 18-0-8 I 22-8-4 21-M 27-1-0 3-9-12 d-7-d 4-7-12 4-6-0 4-6-0 4-7-12 7-0 3-9-12 Scale=1:49.0 0.25 12 4x6 II 3x6= 4x6 I 4x6 II 3x6= 4x8= 3x6 = 3x6= 4x6 II 1 2 3 4 5 6 7 8 9 0111.1.1 a, - , _ rot 4 °' ki '6x: _ — 6 21 20 17 1615 14 11 10 3x4 I I 4x6 114x6 = 3x8= 3x8— 6x8=4x6 I I 3x4 II 4x6= 4x6= 4-4-12 23-3-4 3-9-12 3-9-12 31 12 I 13-6-89 -1 I 9-1-12 w� 3-9'2 I r r0g-4 0-0-12 Plate Offsets(X,Y)— f20:Edge,0-3-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loci) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.76 Vert(LL) 0.35 16-17 >682 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(TL) 0.29 16-17 >832 180 BOLL 0.0 * Rep Stress Incr YES WB 0.54 Horz(TL) -0.01 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:132 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc purlins, except BOT CHORD 2x4 SP No.3*Except* end verticals. 20-21,18-19,12-13,10-11:2x4 SP No.2,14-15,15-17:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or4-5-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 19=938/0-5-8,12=938/0-5-8 Max Horz 19=188(LC 9) Max Uplift19=-882(LC 8),12=-878(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-346/164,4-5=-1332/2737,5-6=-1332/2737,6-7=-139/299,7-8=-311/164 BOT CHORD 2-19=-361/609,18-19=-430/91,17-18=-1079/498,3-18=-835/365,16-17=-2009/1044, 15-16=-2028/1044,14-15=-2028/1044,13-14=-1068/498,7-13=-823/365,12-13=-292/91, 8-12=-361/609 WEBS 4-17=-1026/1806,4-16=-990/386,6-16=-957/386,6-14=-1026/1778,3-19=-458/859, 7-12=-458/839 NOTES- (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)19=882, 12=878. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. t AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MN Design valid for use only with MiTek®connectors.This design is based ony 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T11800385 1105571 117 Hip 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.640 s Apr 19 2018 MiTek Industries,Inc.Wed Aug 09 13:4049 2017 Page 1 I D:4odighex2zQ RMf)TdV7Pj BysSrj-QT N3h 7legglu M_uH?81Ar9w0w6yJ C q W5u hz04sypa L S 44 114-1-0 3412 47'11 4a7 2 31-01-8 1a4 1 1811-8 4227--81-24 0-7 219-12 1 0-6-8 Scale=1:49.9 0.25 12 3x6= 4x6 I I 4x6= 4x6 II 4x6 1I 3116 = 3x6= 3x6 = 4x6 I I 1 2 3 4 5 6 7 8 9 rcz N Pik N %. .� N i _ r".: Y 0' .o. - h 21 20 17 1615 14 11 10 3x4 II 4x6 II 3x8= 3x6— 6x8 4x6 I I 3x4 II 406 =4x6 = 4x6= 4-4-12 14-1-0 23-3-4 1 3-9-12 aaRiz 1 13-0-0 1 4 1 8-7-4 W is z 0-6-4 0-6-8 0-0-12 Plate Offsets(X.Y)— f20:Edge,0-3-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.76 Vert(LL) 0.35 16-17 >682 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(TL) 0.29 16-17 >831 180 BCLL 0.0 * Rep Stress Incr YES WB 0.54 Horz(TL) -0.01 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:132 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-9 oc purlins, except BOT CHORD 2x4 SP No.3`Except* end verticals. 20-21,18-19,12-13,10-11:2x4 SP No.2,14-15,15-17:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-5-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 19=938/0-5-8,12=938/0-5-8 Max Horz 19=188(LC 9) Max Uplift19=-882(LC 8),12=-878(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-346/164,4-5=-1335/2743,5-6=-1335/2743,6-7=-139/299,7-8=-311/164 BOT CHORD 2-19=-361/609,18-19=-430/91,17-18=-1079/498,3-18=-835/365,16-17=-2009/1044, 15-16=-2028/1044,14-15=-2028/1044,13-14=-1068/498,7-13=-823/365,12-13=-292/91, 8-12=-361/609 WEBS 4-17=-1026/1806,4-16=-997/389,6-16=-964/389,6-14=-1026/1778,3-19=-457/859, 7-12=-457/839 NOTES- (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)19=882, 12=878. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. t 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notilk• 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 ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 A Job Truss Truss Type Qty Ply 711800386 1105571 Ti Hip Girder 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:51 2017 Page 1 4�4 ID:4odighex2zQRMfjTdV7PjBysSrj-MrVp53o-nuLl?cbl2g6ZLewa?Kcvfpgj5OM?S78kypaLQ 3-9-12 d-7-0� 6-7-4 5-1-0 6-7-4 2 7-0' 3-9-12 Scale=1:49.9 0.25 FIF Special 4x12 = NAILED Special 3x4 II 2x6 I 3x4 II 5x8 =NAILED 5x64x12 = 2_ II 1 2 3 4 22 23 5 6 7 8 N o i"iaI �:�t •N 5x6 I I I b 8 n nn ■� axQ= a 21 20 17 16 15 24 25 14 13 10 9 2x6 II 2x6 II 5x6= 4x6—_ 4x12= 3x4 II 2x6 II 5x6 3x4 II Special NAILED Special 5x6 112x6 II NAILED 4-4-12u223-3-4 27-1-0 3-9-12 0-0-12 I 16-7-40 I 16-1-0 5-1-0 I 622--7-4 0}$/'-� 3-9-12 I 0-6-4 0-0-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) 0.39 14-16 >613 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(TL) 0.34 14-16 >700 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.60 Horz(TL) -0.03 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:133 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-10-12 oc purlins, 4-5:2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-11-2 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 3-16,6-14 3-16,6-14:2x4 SP No.2 REACTIONS. 'Ib/size) 19=1276/0-5-8,11=1276/0-5-8 Max Horz 19=221(LC 5) Max Upliftl9=-1446(LC 4),11=-1441(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-2357/3007,4-22=-2354/3044,22-23=-2354/3044,5-23=-2354/3044,5-6=-2359/3042 BOT CHORD 18-19=-702/332,3-18=-202/258,16-17=-568/338,15-16=-3110/2352,15-24=-3110/2352, 24-25=-3110/2352,14-25=-3110/2352,13-14=-496/338,11-12=-502/332 WEBS 3-16=-2755/2121,4-16=-502/361,5-14=-502/348,6-14=-2745/2123,3-19=-891/1026, 6-11=-891/1063 NOTES- (11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)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 20.0psf 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 19=1446,11=1441. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)146 lb down and 234 lb up at 11-0-0,and 146 lb down and 234 lb up at 16-1-0 on top chord,and 269 lb down and 360 lb up at 11-0-0,and 269 lb down and 360 lb up at 16-0-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 11)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Continued on page 2 I 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 'Job Truss Truss Type Qty Ply 711800386 1105571 T18 Hip Girder 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:51 2017 Page 2 ID:4adighex2zQRM1 TdV7PjBysSrj-MrVp5onuLl?cb12g6ZLewa?Kcvfpgj5OM?S78kypaLQ LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-6=-60,20-21=-10,18-19=-10,13-17=-10, 11-12=-10,9-10=-10 Concentrated Loads(Ib) Vert:4=-133(B)5=-133(B)16=-114(B)14=-114(B)22=-88(B)23=-88(B)24=-3(B)25=-3(B) • t � A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSVTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 A ! Job Truss Truss Type Qty Ply 111800387 1105571 T19 Hip Girder 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:52 2017 Page 1 ID:4odighex2zQRMfjTdV7PjBysSrj-g23BJ8oW6b7TDSdsgGstSnYaOJ6M PCXXbfCggBypaLP 7-9-12 10-5-I 4-0-4 I 7-0-12 I5-41 I 10-10-4 14-10-8 45-8 3-6-12 3-0-8 b-4-8 3-0-8 4-0-4 0-4-8 Scale=1:27.3 0.25 12 Special Special 4x8= 4x6— 3x4= 5x12 = 5x12 = 2 3x4 15 3 16 4 54 _ 1 • I -I • N O • 1 142 • 11 Q • I • i e 12 10 9 17 8 18 73x6 = 8 2x4 II 3x6= 3x8= 2x4 II Special Special 7-9-12 P-5-8se I 3-6-12 7-0-12 6 8l I 143-0-88 I 14-10-8 Q as 0-4-8 Plate Offsets(X,V)— 11:0-3-8.0-3-01.15:0-3-8.0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) 0.10 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.34 Vert(TL) 0.10 8-9 >999 180 BOLL 0.0 * Rep Stress lncr NO WB 0.46 Horz(TL) -0.02 14 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:84 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-7 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-11-6 oc bracing. OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 13=647/0-4-12,14=646/0-4-12 Max Horz 13=3(LC 8) Max Upliftl3=-896(LC 4),14=-892(LC 5) Max Gray 13=656(LC 43),14=653(LC 42) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1022/1398,2-15=-1539/2115,3-15=-1534/2112,3-16=-1534/2111,4-16=-1538/2114, 4-5=-1016/1390 BOT CHORD 9-17=-1399/1022,8-17=-1399/1022,8-18=-1387/1014,7-18=-1387/1014 WEBS 1-9=-1412/1031,4-8=-1015/843,4-7=-536/678,5-7=-1401/1023,3-8=-403/325, 2-9=-532/675,2-8=-999/828 NOTES- (11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope);porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)13,14 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)13=896, 14=892. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)193 lb down and 222 lb up at 7-0-12,and 193 lb down and 222 lb up at 7-9-0 on top chord,and 444 lb down and 395 lb up at 7-0-12,and 444 lb down and 395 lb up at 7-9-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 11)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Continued on page 2 t I / A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 • Job Truss Truss Type Qty Py TI1800387 1105571 T19 Hip Girder 1 1 Builders FirstSource, Jacksonville,Fl 32244 Job Reference(optional) 7.640 s Apr 19 2016 MiTek Industries,Inc.Wed Aug 09 13:40:52 2017 Page 2 ID:4odighex2zQ RMfjTdV7 Pj BysSrj-g23BJ8o W6b7TDSdsg GstSnYaoJ6M PCXXbfCgg BypaLP LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-60,3-5=-60,6-10=-10 Concentrated Loads(Ib) Vert:15=-131(F)16=131(F)17=37(F)18=37(F) • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek i connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M lie k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa FL 36610 A I Job Truss Truss Type Qty Ply T11800388 1105571 720 Hip Girder 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:55 2017 Page 1 ID:4odighex2zQRMfjTdV7PjBysSrj-FdIKxAq PPWV24vM RLPPa4QAzsW?ecV3zHcQL HWypaLM 3-9-12 4141 11-0-0 I 15-2-8 I 19-5-0 26-0-4 2-7- 30-5-0 I 3-9-12 0-7-0 6-7-4 4-2-8 4-2-8 8-7-4 d7 3-9-12 Scale=1:56.2 0.25 12 NAILED Special NAILED NAILED Special 2x6 II 5x12 = 5x14 MT2OHS= 2x4 15x14 MT2OHS= • 2x6 I 2x8 NAILED 5x12 = 2x6 II 1 2 3 4 24 255 26 27 6 7 8 9 ■ ■ w —7dil ili T1Iil8 w m� ■ a N t:/i. 44SO 1 ds rr _ �2 N V le 3 :a nn 71 to nn li 13 23 22 19 1828 17 2916 30 31 15 14 11 10 2x6 II 3x4 II 5x8 = q =3x8 NAILED 5x8 = 3x4 II 2x6 II 5x6 11 Special NAILED NAILED Special 5x6— 5x6= 5x6 II 3x4 I I NAILED 3x4 I I 4-4-12 26-7-4 3-9-12 3 2 �1 12 I11-0-0 I 15-2-8 a z 8 I azo 6-7-4 a 6 30-5-0 ,0-6 4 0-0-12 Plate Offsets(X,V)— (15:0-3-8.0-2-81.(18:0-3-8.0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/def Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.99 Vert(LL) 0.52 16-18 >531 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(TL) 0.45 16-18 >618 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Ina NO WB 0.73 Horz(TL) -0.05 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:152 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-6:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-9-3 oc bracing. BOT CHORD 2x4 SP No.2*Except* WEBS 1 Row at midpt 3-18,7-15 2-22,3-19,7-14,8-11:2x4 SP No.3 WEBS 2x4 SP No.3*Except* 3-18,7-15:2x4 SP No.2 REACTIONS. (lb/size) 21=1460/0-5-8,12=1460/0-5-8 Max Horz 21=184(LC 5) Max Uplift2l=-1708(LC 4),12=-1706(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-2878/3777,4-24=-3467/4505,24-25=-3467/4505,5-25=-3467/4505, 5-26=-3467/4505,26-27=-3467/4505,6-27=-3467/4505,6-7=-2878/3811 BOT CHORD 20-21=-740/396,18-19=-700/426,18-28=-3907/2918,17-28=-3907/2918, 17-29=-3907/2918,16-29=-3907/2918,16-30=-3869/2918,30-31=-3869/2918, 15-31=-3869/2918,14-15=-594/426,12-13=-572/396 WEBS 3-18=-3419/2583,4-18=-701/644,4-16=-793/625,5-16=-535/373,6-16=-791/625, 6-15=-701/645,7-15=-3414/2583,3-21=-1082/1309,7-12=-1082/1345 NOTES- (12) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)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 20.0psf 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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 21=1708,12=1706. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)146 lb down and 233 lb up at 11-0-0,and 146 lb down and 233 lb up at 19-5-0 on top chord,and 320 lb down and 370 lb up at 11-0-0,and 320 lb down and 370 lb up at 19-4-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)in the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 12)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Continued on page 2 1 / 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2019 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,note 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 ANSIITPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 • Job Truss Truss Type Oty Ply T11800388 1105571 T20 Hip Girder 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc.Wed Aug 09 13:40:55 2017 Page 2 ID:4odighex2zQRMf((TdV7P)BysSrj-FdlKxAgPPW V24vMRLPPa4QAzsW?ecV3zHcQLHWypaLM LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-9=-60,22-23=10,20-21=10,14-19=-10,12-13=10,10-11=10 Concentrated Loads(Ib) Vert:4=-133(F)6=133(F)18=-90(F)15=-90(F)24=89(F)25=-89(F)26=89(F)27=-89(F)28=2(F)29=-2(F)30=-2(F)31=-2(F) • A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not111111. 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 MtTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1�r' n fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.,FL 36610 Job Truss Truss Type Qty Ply T11800389 1105571 T21 Hip 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:56 2017 Page 1 ID:4odighex2zQRMfjldV7PjBysSrj-jpli9Wr1 Agdvi3xdv6wpddjBkwMtLv87 WGAupyypaLL I 3-9-12 414-14 9-10-8 i 13-0-0 1 15-2-8 I 17-5-0 1 20-6-8 I 26-0-4 2q 7-q 30-5-0 I 3-9-12 d-7-d 5-5-12 3-1-8 2-2-8 2-2-8 3-1-8 5-5-12 6-7-6 3-9-12 Scale=1:56.1 0.25 12 3x8= 3x4 II 3x4 I I 4x6= 5x6= 2x4 I I 5x6 = 4x6= 3x8= 3x4= 3x4 = 1 2 3 4 5 6 7 8 9 10 11 1181114.111 n O A r�1 w 1 7f��QQ r'y N ri,.t*1 `— i.,,,o' 4 N O ✓dim 23 22 19 18 17 24 16 13 12 3x4 I I 4x6 I I 3x8 =3x8 3x6= 3x4 II = 4x6 II 4x6 I I 3x6= 4x6 I I 4x6 = 4x6= 4-4-12 26-7-4 I 3-99--12 0p.001iz I 13-0-0- 15-2-82I 17-5-0 2 z 8 I 8%s c 3-9-12 0-6-4 0-0-12 Plate Offsets(X,Y)— [5:0-3-0.0-3-71,[7:0-3-0,0-3-71.j16:Edae,0-2-01.119:Edae,0-2-01,f22:Edge,0-3-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) 0.64 16-18 >434 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(TL) 0.52 16-18 >534 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.93 Horz(TL) 0.03 14 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:147 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-7 oc purlins, except BOT CHORD 2x4 SP No.3`Except* end verticals. 22-23,20-21,14-15,12-13:2x4 SP No.2,16-17,17-19:2x4 SPM 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 21=1054/0-5-8,14=1054/0-5-8 Max Horz 21=160(LC 9) Max Uplift21=-1007(LC 8),14=-1005(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-272/131,3-4=-208/405,4-5=-1916/3796,5-6=-1912/3796,6-7=-1912/3796, 7-8=-1916/3796,8-9=-208/470,9-10=-259/131 BOT CHORD 2-21=-312/543,20-21=-521/160,19-20=-1217/581,3-20=-1013/430,18-19=-2700/1463, 17-18=-2693/1463,17-24=-2693/1463,16-24=-2693/1463,15-16=-1213/581, 9-15=-992/430,14-15=-384/160,10-14=-312/540 WEBS 4-19=-1366/2336,4-18=-1334/609,8-18=-1320/609,8-16=-1366/2324,6-18=-265/234, 3-21=-603/1128,9-14=-603/1107 NOTES- (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Encl.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 21=1007,14=1005. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 1 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. legl Design valid for use only with MiTekei 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply TI1800390 1105571 T22 Hip 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industnes,Inc. Wed Aug 09 13:40:58 2017 Page 1 I D:4odighex2zQRMfjTdV7Pj BysSrj-fCQSZBsHiRtdxN400XzHi2o WTk28pn4Qzaf?ugypaLJ 1�5-5--0 20-5-10 l 3-9-12 4 i-b 5.6- 10-b- b 10 5-0-10 5-0-10 5-6-10 1--77- 3-9-12 0-2-8 Scale=1156.1 0.25 12 3x8= 3x4 II 3x4 II 6x8— 3x8= 3x4= 4x6 _— 4x6 1 2 3 4 5 6 7 8 9 mu 115 rb E i4 e. Ell I a I a Id 0 21 20 17 1615 14 11 10 3x4 II 4x6 H 3x8=3x8= 3x6 = 3x4 II 4x6 II 4x6 II 3x6 = 4x6 II 4x6 = 4x6 = 4-4-12 155-5--0 2g 26-7-4 15-0-0 1 I 3-9-12 0-0-12 10-7-4 0.25 =tl 26-0-4 d-6-1' 3-9-1230-5-0 10-7-4 0-6-4 0-2-8 0-0-12 Plate Offsets(X,Y)— [14:0-2-12,0-1-12),f17:0-2-12,0-1-12),120:Edge,0-3-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.84 Vert(LL) 0.64 14-16 >435 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(TL) 0.52 14-16 >536 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Horz(TL) 0.03 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:147 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins, except BOT CHORD 2x4 SP No.3*Except* end verticals. 20-21,18-19,12-13,10-11:2x4 SP No.2,15-17,14-15:2x4 SPM 31 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 19=1054/0-5-8,12=1054/0-5-8 Max Horz 19=160(LC 9) Max Uplift19=-988(LC 8),12=-987(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-271/133,3-4=-206/402,4-5=-1863/3727,5-6=-1863/3727,6-7=-206/466, 7-8=-258/133 BOT CHORD 2-19=-314/549,18-19=-518/159,17-18=-1222/583,3-18=-1019/433,16-17=-2735/1484, 15-16=-2729/1484,14-15=-2729/1484,13-14=-1218/583,7-13=-998/433,12-13=-382/159, 8-12=-314/546 WEBS 4-17=-1388/2375,4-16=-1222/504,6-16=-1208/504,6-14=-1388/2361,3-19=-600/1122, 7-12=-600/1101 NOTES- (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL.-1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)19=988, 12=987. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. le. 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Trus; Truss Type Qty Ply a a 711800391 1105571 T23 ROOF SPECIAL GIRDER 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:40:59 2017 Page 1 ID:4odighex2zQRMfjTdV7PjBysSrj-70_mXtvTl?TZXfCaFU WFGLg?7PSYGEZCEOYQHypaLl Q5 5-11-4 11-3-4 16-7-4 22-6-8 0-5 5-5-12 5-4 0 5-4-0 5-11-4 Scale=1:42.3 0.25 12 4x6 = 4x8 3x6= 5x6 3x6= 7x14 MT201-1S= 7x14 MT2OHS= 5 1 2 3 4 MSS _....iopi0.0000000WJ1 N II N CM 14 ealo nn nn MZ, nt nn ., . nn nn 'z nn nn !.. 15 12 11 16 17 18 10 19 20 9 8 6 21 22 74x12= 23 24 448 II NAILED 4x12= NAILED 4x10 MT2OHS= NAILED NAILED NAILED NAILED NAILED 4x8 NAILED NAILED NAILED 3x10= NAILED Q5-$ 5-11-4 11-3-4 I 16-7-4 22-6-8 d.S A 5-5-12 5-4-0 5-4-0 5-11-4 Plate Offsets(X,Y)— 11:0-5-8,Edael.[5:0-5-8,Eddel.16:Edae,0-3-81,17:0-3-8,0-2-01,F10:0-3-8,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.91 Vert(LL) 0.36 7-8 >742 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(TL) -0.48 7-8 >550 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.84 Horz(TL) 0.04 15 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix-M) Weight:120 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 3-1-14 oc purlins, except BOT CHORD 2x4 SP M 31 end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 4-6-14 oc bracing. 1-10,2-8,4-8,5-7:2x4 SP M 31 OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 14=1910/0-4-12,15=1908/0-4-12 Max Horz 14=-4(LC 5) Max Uplift14=-1346(LC 4),15=-1344(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 11-12=-215/289,1-12=-215/289,1-2=-3942/2759,2-3=-4856/3328,3-4=-4856/3327, 4-5=-3987/2799,6-13=-196/268,5-13=-196/268 BOT CHORD 11-16=-349/488,16-17=-349/488,17-18=-349/488,10-18=-349/488,10-19=-2759/3938, 19-20=-2759/3938,9-20=-2759/3938,8-9=-2759/3938,8-21=-2795/3983, 21-22=-2795/3983,7-22=-2795/3983,7-23=-347/490,23-24=-347/490,6-24=-347/490 WEBS 1-10=-2596/3717,2-10=-740/485,2-8=-773/1071,4-8=-730/1022,4-7=-719/467, 5-7=-2637/3763 NOTES- (12) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf 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. 7)Bearing at joint(s)14,15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 14=1346,15=1344. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 12)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Continued on page 2 t 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the budding designer must venfy 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 ANSUTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 1 1 Job Truss Truss Type Qty Ply 111800391 1105571 T23 ROOF SPECIAL GIRDER 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc.Wed Aug 09 13:40:59 2017 Page 2 ID:4odighex2zQ RMflTdV7PjBysSrj-70_mXtvTl?TZXfCaFUWFGLg?7PSYGEZCEOYQHypaLl LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-60,3-5=-60,6-11=10 Concentrated Loads(Ib) Vert:8=-218(B)7=-218(B)16=-150(B)17=-218(B)18=-218(B)19=218(B)20=218(B)21=218(B)22=-218(8)23=-218(8)24=-218(B) t I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSITTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty - Ply } 1105571 T24 HIP GIRDER 1 711800392 2 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 'R s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:03 2017 Page 1 I D:4odighex2zo RMfjTdV7Pj BysSrj-09DLdvwQX_Vv28zzp4YSP6V WvIocU3J97SMmZ2ypaLE 1 3 9-12 4--1 11-0-0 I 17-7-9 I 24-1-7 I 30-9-0 I 37-4-4 37111 4 41-9-0 1 3-9-12 o-7-g 6-7-4 6-7-9 6-5-13 6-7-9 6-7-4 o-7-0 3-9-12 Scale=1:77.3 NAILED 0.2512 NAILED NAILED Special NAILED NAILED NAILED 4x6= Spec al 2x4 II 5x12 = 6x8= 2x4 I I 4x10 MT2OHS= 6x8= 2x4 II 2x4 II NAILED NAILED NAILED 5x12= 2x4 1 2 3 4 28 29 530 31 32 6 733 34 35 36 8 9 10 11 N N 1 r4i�! 101 I 'I_ I_�1, 4 w aQ N RR an • n." no nn on "o • nn an - 119 0 27 26 23 22 37 38 21 20 39 40 41 42 19 18 43 44 45 17 16 13 12 2x4 H 2x4 II 4x8= NAILED 5x8 = NAILED NAILED 4x8= NAILED NAILED 4x8 3x6 2x4 II 4x6 I I Special NAILED 5x12 = NAILED 5x8 = Special4x6 3x6= 2x4 11 3x8 = NAILED NAILED 34 = 4-4-12�--a� 37-01 1-4 1 3-9-12 0-60/2 67 11-0-0 I 6-7-9 6-5-13 I 630 79 6--4 7 301E-$6 3-9-12 1 0-6-4 0-0-12 Plate Offsets(X,Y)- 14:0-5-8,0-4-4118:0-5-4.0-4-41.117:0-3-8,0-2-01,119:0-3-8,0-2-01.f22:0-3-8,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.28 Vert(LL) 0.71 19-20 >578 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.61 Vert(TL) -0.74 19-20 >556 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.90 Horz(TL) 0.04 14 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:527 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP M 26 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.3*Except* end verticals. 26-27,24-25,14-15,12-13:2x4 SP No.2,21-23,16-18,18-21:2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3`Except* 3-22,9-17:2x4 SP No.2 REACTIONS. (lb/size) 25=2452/0-5-8,14=2458/0-5-8 Max Horz 25=174(LC 33) Max Uplift25=-2430(LC 4),14=-2392(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-6439/6501,4-28=-9732/9506,28-29=-9732/9506,29-30=-9732/9506, 5-30=-9732/9506,5-31=-9732/9506,31-32=-9732/9506,32-33=-9732/9506, 6-33=-9732/9506,6-7=-9732/9506,7-34=-9744/9494,34-35=-9744/9494, 35-36=-9744/9494,8-36=-9744/9494,8-9=-6456/6413 BOT CHORD 2-25=-283/343,24-25=-1276/1079,22-23=-1243/1080,22-37=-6680/6536, 37-38=-6680/6536,21-38=-6680/6536,21-39=-6680/6536,20-39=-6680/6536, 20-40=-9528/9744,40-41=-9528/9744,41-42=-9528/9744,19-42=-9528/9744, 19-43=-6493/6553,18-43=-6493/6553,18-44=-6493/6553,44-45=-6493/6553, 17-45=-6493/6553,16-17=-1113/1083,14-15=-1096/1082,10-14=-283/348 WEBS 3-22=-5654/5607,4-22=-1506/1377,4-20=-3096/3353,5-20=-824/798,7-19=-823/819, 8-19=-3184/3348,8-17=-1511/1349,9-17=-5545/5621,3-25=-2134/2161, 9-14=-2140/2154 NOTES- (13) 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Continued on page 2 t 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. fill 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T11800392 1105571 T24 HIP GIRDER I1 2 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:03 2017 Page 2 I D:4odighex2zQ RMfjTdV7Pj BysSrj-09DLdvwQX_Vv28zzp4YSP6V WvlocU3J97sMmZ2ypaLE NOTES- (13) 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)25=2430,14=2392. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)166 lb down and 320 lb up at 11-0-0,and 174 lb down and 258 lb up at 30-9-0 on top chord,and 295 lb down and 267 lb up at 11-0-0,and 297 lb down and 246 lb up at 30-8-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 13)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-11=-60,26-27=-10,24-25=-10,16-23=-10,14-15=-10,12-13=-10 Concentrated Loads(Ib) Vert:4=-166(F)8=-174(F)22=-124(F)17=-126(F)26=-122(F)29=-122(F)30=-122(F)31=-122(F)32=-122(F)33=-122(F)34=-122(F)35=-122(F)36=-122(F)37=-36(F) 38=-36(F)39=-36(F)40=-36(F)41=-36(F)42=-36(F)43=-36(F)44=-36(F)45=-36(F) t f AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Ml1-7177 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 A Job Truss Truss Type Qty Ply T11800393 1105571 125 Hip 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 1141:05 2017 Page 1 I D:4odighex2zQ RMf)TdV7PjBysSrj-yYL62byg2bmdHS7MxVbwUXarnYUCy?NRaArsewypaLC 1 3-9-12 41-19 8-8-6 j 13-0-0 1 20-10-8 28-9-0 1 33-0-10 1 37-4-4 371111-4 41-9-0 3-9-12 0-7-0 4-3-10 4-3-10 7-10-8 7-10-8 4-3-10 4-3-10 0-7-0 3-9-12 Scale=1:77.3 0.25 12 6x12 MT2OHS= 5x6= 5x6— 7x14 MT2OHS= 2x4 I I 7x14 MT2OHS= 2x6 II 2x6 II — 4 5 6x12 MT2OHS= 1 2 3 6 7 8 9 Y 6 Y rN iq mN - L„.1 r--- 17!. 3F N � N Ig O 24 23 20 • 1918 17 16 15 • 14 11 10 2x4 II 2x4 I I 5x14 MT2OHS= 4x8—_ 5x8 = 4x8 —_ 5x14 MT2OHS= 4x6 II 2x4 II 2x4 = 5x6 II 5118 II 2x4 = 4x6 II 2x4 II 4-4-12 37-11-4 I 3-91-12 3011 1a- 8-7-4 I 20--10-8 i 7-ae r 37-4-4 370.618 3¢9 4 0-6-4 0-0-12 Plate Offsets(X,Y)— [6:0-0-0.0-0-01 114:Edae,0-3-81,[15:0-6-0,0-2-81,(19:0-6-0.0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.38 Vert(LL) 0.76 17-19 >513 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.61 Vert(TL) -0.64 17-19 >608 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.80 Horz(TL) -0.02 13 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:234 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP M 26 TOP CHORD Structural wood sheathing directly applied or 4-8-9 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. 18-20,16-18,14-16:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 3-1-1 oc bracing. WEBS 2x4 SP No.3'Except* WEBS 1 Row at midpt 4-17,6-17 3-19,7-15:2x4 SPM 31 2 Rows at 1/3 pts 3-19,7-15 REACTIONS. (lb/size) 21=1451/0-5-8,13=1451/0-5-8 Max Horz 21=156(LC 9) Max Uplift2l=-1418(LC 8),13=-1417(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-316/140,3-4=-2935/5221,4-5=-4008/7047,5-6=-4008/7047,6-7=-2934/5250, 7-8=-313/146 BOT CHORD 21-22=-76/275,3-21=-1320/1942,18-19=-5404/2970,17-18=-5404/2970, 16-17=-5401/2970,15-16=-5401/2970,7-13=-1319/1933 WEBS 3-19=-5514/3061,4-19=-653/827,4-17=-1838/1223,5-17=-521/554,6-17=-1826/1223, 6-15=-653/826,7-15=-5506/3061,2-21=-150/375,8-13=-150/307 NOTES- (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf 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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 21=1418,13=1417. 8)"Semi-rigid pitchbreaks including heels”Member end fixity model was used in the analysis and design of this truss. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. f r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 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,note a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T11800394 1105571 T26 Hip 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:07 2017 Page 1 ID:4odighex2zORMfjTdV7PjBysSrj-uwTsSGzwaCOLWIH12wdOZygA4M5GQvbk1 UKzipypaLA 1 3-9-12 4-f-1e 9-8-6 15-0-0 I 20-10-8 1 26-9-0 1 32-0-10 I 37-4-4 371111-4 41-9-0 3-9-12 0-7--0 5-3-10 5-3-10 5-10-8 5-10-8 5-3-10 5-3-10 0-7-b 3-9-12 Scale=1:77.3 0.25 12 5x8= 5x6= 2x6 5x6 4116— 7x14 MT2OHS= 2x4 II7x14 MT2OHS= 4x6__ 5x8= 2x8 II 1 2 3 4 5 6 7 8 9 10 11 0 0 28 27 24 23 2221 20 19 18 17 16 13 12• 2x4 II 2x4 II 4x8= 3x8= 4x6 = 3x8 = 4x8= 3x8= 4x8 = 2x4 I I 2x4 II 2x4 = 5x6 II 5x6 II 2x4 —2x4 H 2x4 H 4-4-12 y 37-11-4 I 3-9-12-9- 66-Y 5-3-10& I 15-0-0i 1 5-10-8 I 26-9-05-10-8 I silo silo 3018 ail 0-6-4 0-0-12 Plate Offsets(X,Y)— 17:0-0-0.0-0-01.117:0-3-8,0-2-01 118:0-3-8.0-1-81.122:0-3-8.0-1-81123:0-3-8.0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.33 Vert(LL) 0.71 18-20 >555 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(TL) -0.60 20-22 >651 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 Horz(TL) -0.07 15 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:241 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP M 26 TOP CHORD Structural wood sheathing directly applied or 4-11-1 oc purlins, except BOT CHORD 2x4 SP No.2`Except* end verticals. 2-27,3-24,9-16,10-13:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-1-12 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 3-23,4-22,8-18,9-17 3-23,4-22,8-18,9-17:2x4 SP No.2 REACTIONS. (lb/size) 25=1451/0-5-8,15=1451/0-5-8 Max Horz 25=155(LC 9) Max Uplift25=-1407(LC 8),15=-1406(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-450/246,3-4=-1998/3501,4-5=-3271/5782,5-6=-3870/6822,6-7=-3870/6822, 7-8=-3271/5803,8-9=-1998/3543,9-10=-450/246 BOT CHORD 25-26=-81/274,3-25=-1089/1777,23-24=-241/318,22-23=-3639/1993,21-22=-5944/3298, 20-21=-5944/3298,19-20=-5942/3298,18-19=-5942/3298,17-18=-3634/1993, 16-17=-184/255,9-15=-1089/1760 WEBS 3-23=4097/2329,4-22=-2467/1381,5-22=-481/642,5-20=-1068/777,6-20=-384/401, 7-18=-481/638,8-18=-2458/1381,9-17=4097/2329,2-25=-328/661,10-15=-328/584, 7-20=-1060/777,4-23=-812/1214,8-17=-812/1213 NOTES- (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf 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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 25=1407,15=1406. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 0 r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Ell 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 ANSITrPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parks East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 711800395 1105571 127 Hip 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:08 2017 Page 1 ID:4odighex2zORMfjTdV7PjBysSrj-M71 Egc_YLW8C8vrxcd8d69CEnmQV9K9uG84XEFypaL9 1 3-9-12 4-4-12 10-8-6 I 17-0-0 I 24-9-0 31-0-10 I 37-4-4 3711114 41-9-0 1 3-9-12 0-7-0 6-3-10 6-3-10 7-9-0 6-3-10 6-3-10 0-7-0 3-9-12 Scale=1:78.8 0.25 112 2x4 H 2x4 II 5x6 6x10= 4x10 MT2OHS = 6x12 MT2OHS = 6x12 MT2OHS= 4x10 MT2OHS= II 3x4 II 5x6= 6x8 = 3x4 1 2 3 4 5 6 7 8 9 10 11 12 n i ¢I _ =,y!5 m o _5 114 I 28 27 24 2322 21 20 19 18 17 14 13 2x4 I I 2x4 I I 5x12 = 3x12 MT2OHS — 3x4 = 5x12 = 3x4 II 2x4 II 2x4 = 2x4 I 3x12 MT2OHS = 5x6 I I 5x8 II 2x4= 3x4 II 3x4 II 4-4-12 37-11-4 -6 1-0-10 3-9-12 I 30-0-14-2 16--33-8 0 I 6-3-10 I 724-9--9-00 4 00 I 36-3-10 6-3-10 37106 3-9-12 0-6-4 0-0-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) 0.85 20-21 >459 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(TL) -0.69 20-21 >569 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.93 Horz(TL) -0.05 16 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:238 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-4-6 oc purlins, except 6-7:2x6 SP M 26 end verticals. BOT CHORD 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 2-7-5 oc bracing. 27-28,25-26,15-16,13-14:2x4 SP No.2,22-24,17-19,19-22:2x4 SPM 31 WEBS 1 Row at midpt 3-23,6-23,7-16,10-18 WEBS 2x4 SP No.3*Except* 3-23,10-18:2x4 SP No.2 REACTIONS. (lb/size) 25=1451/0-5-8,16=1451/0-5-8 Max Horz 25=154(LC 9) Max Uplift25=-1394(LC 8),16=-1393(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-475/253,3-4=-2366/4150,4-5=-2366/4157,5-6=-2362/4158,6-7=-3578/6354, 7-8=-2359/4191,8-9=-2363/4190,9-10=-2363/4183,10-11=-470/252 BOT CHORD 25-26=-100/311,3-25=-1108/1758,23-24=-239/319,22-23=-6431/3566, 21-22=-6431/3566,20-21=-6431/3566,19-20=-6451/3578,18-19=-6451/3578, 17-18=-181/253,10-16=-1109/1749 WEBS 3-23=-4697/2663,4-23=-344/341,6-23=-1284/2298,6-21=409/214,6-20=-295/315, 7-20=-411/215,7-18=-1299/2315,9-18=-340/332,10-18=-4686/2659,2-25=-302/629, 11-16=-301/556 NOTES- (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=loemph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf 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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ut=lb) 25=1394,16=1393. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 1 f 111111111111. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 11111 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 ' Job Truss Truss Type Oty Ply T11800396 1105571 128 Hip 1 1 Job Reference(optional) Builders FirstSource, Jadcsonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:09 2017 Page 1 ID:4odighex2zQRMfjTdV7PjBysSrj-gJbdty?B6gG3m3Q7ALfseNIRT9mOumT1 Vop4nttypaL8 1 3-9-12 4--12 7-5-4 1 13-2-10 I 19-0-0 1 22-9-0 1 29-10-13 I 37-4-4 3711114 41-9-0 1 3-9-12 0-7.8 3-0-8 5-9-6 5-9-6 3-9-0 7-1-12 7-5-8 0-7-0 3-9-12 Scale=1:78.8 0.25 12 4x12 = 5x6 = 3x6= 5x6= 6x8 = 5x8= 4x8= 3x4 II 4x6= 2x4 II 4x8 = 3x4 II 1 2 3 4 5 6 7 8 9 10 11 12 Q ;. ig 5 IN Cq N il 4 i'5N!! m Iw 0 28 27 24 23 22 21 20 19' 18 17 14 13 3x4 II 3x4 = 6x10 = 3x6 = 5x8= 3x4= 312-6= 3x10= 3x4 I I 3x4 II 2x6 = 6x8= 6x8= 2x4= 3x6 II 3x4 = 4-4-12 37-11-4 I It-3 oafi22 9--off-e I11 12 I 22is�o I 2973 1-12 I7e 3106 3 912 0b4 0-0-12 Plate Offsets(X,Y)— [9:0-4-0,0-3-41,(18:0-3-8,0-1-81,f24:0-2-12.0-1-0),127:Edge,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) 0.79 21-23 >452 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(TL) 0.63 21-23 >571 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.99 Horz(TL) -0.02 16 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:207 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31*Except' TOP CHORD Structural wood sheathing directly applied or 4-1-6 oc purlins, except 7-8:2x4 SP No.2 end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 2-27,3-24,10-17,11-14:2x4 SP No.3,22-24,17-19:2x4 SP M 31 WEBS 1 Row at midpt 6-21,6-23 WEBS 2x4 SP No.3'Except" 2 Rows at 1/3 pts 10-18 6-21,10-18,6-23:2x4 SP No.2 REACTIONS. (lb/size) 25=-937/0-5-8,16=1219/0-5-8,23=2620/0-5-8 Max Horz 25=158(LC 11) Max Uplift25=-937(LC 1),16=-1164(LC 9),23=2447(LC 8) Max Gray 25=1208(LC 9),16=1219(LC 1),23=2620(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-708/392,3-4=-3360/1927,4-5=-3351/1921,5-6=-3350/1927,6-7=1813/3277, 7-8=-1808/3280,8-9=-2168/3802,9-10=-1916/3401,10-11=-526/275 BOT CHORD 25-26=-166/429,3-25=2352/1354,23-24=-368/695,22-23=-741/524,21-22=-741/524, 20-21=-3887/2163,19-20=-3526/1944,18-19=-3526/1944,17-18=185/284, 10-16=-929/1364,15-16=-174/281 WEBS 3-23=-1933/3320,4-23=-339/408,6-21=-2827/1414,8-21=-532/626,9-20=-380/397, 10-18=-3833/2165,6-23=-2606/4242,2-25=-475/895,11-16=-254/511,9-18=-535/613 NOTES- (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Encl.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)25=937, 16=1164,23=2447. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. I f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 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 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overallbuilding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. ek• is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply r 111800397 1105571 T29 Roof Special 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:11 2017 Page 1 I D:4od i q h ex2zQ R MfjTd V 7 Pj Bys S rj-n ii N I eO Re R Wm?Na W H mi Kkogq Wz RtM h8Ky6l Braypa L6 1 3-9-12 4-f-l2 7.5.4 19-10-11 I 14-1-14 1 20-10-8 I29-0-8 I37-4-4 37r111-4 41-9-0 1 3-9-12 0-7-b 3-0-8 2-5-7 4-3-3 6-8-10 8-2-0 8-3-12 0.7-0 3-9-12 Scale=1:75.8 0.25 112- 2x4 II _ 5x6 3x6 2x4 I 6x8 4x10 MT2OHS= 4x6 3x4 I I 3x4 II 4x6= 4x12= 4x8= 1 2 3 4 5 6 7 8 9 10 11 12 N ^ ii gwiy S�e MI - imi =� TT d - 28 27 24 23 2221 20 19 18 17 14 13 3x4 II 3x4 = 6x8 = 5x12 - 3x6 .. 2x4 II 3x6— 5x12 = 4x6 II 3x4 II — 2x6 = — 6x8= 6x8= 2x4 = 3x4 I I 3x4 = 4-4-12 37-11-4 3--:--14 0-0-4pIg3-0-8 I 14-1-148-9--'tI 6-8-10 29-0-8 873+2-3-12 37 1{ q0 a 31¢9-2 0-6-4 060-012 Plate Offsets(X,Y)— [4:0.3-8,0-2-01.f9:0-5-0,Edge1,117:Edoe,0-3-81.[23:0-3-8,0-3-01,[27:Edae,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 IC 0.50 Vert(LL) 0.64 18-20 >559 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(TL) 0.50 18-20 >716 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.91 Horz(TL) 0.01 23 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight 206 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 4-2-9 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. 2-27,3-24,10-17,11-14:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 7-18,10-18,7-22 4-22:2x4 SP No.2,10-18:2x4 SPM 31 2 Rows at 1/3 pts 4-22 REACTIONS. (lb/size) 25=-778/0-5-8,16=1234/0-5-8,23=2446/0-5-8 Max Horz 25=157(LC 9) Max Uplift25=-778(LC 1),16=-1168(LC 9),23=2210(LC 8) Max Gray 25=1014(LC 9),16=1234(LC 1),23=2446(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-693/391,3-4=-3116/1724,4-5=-995/1734,5-6=-987/1735,6-7=-995/1745, 7-8=-2153/3821,8-9=-2142/3808,9-10=-2152/3808,10-11=-508/264 BOT CHORD 25-26=165/429,3-25=2231/1238,23-24=-361/650,22-23=-1720/3047, 21-22=3887/2138,20-21=3887/2138,19-20=-3887/2138,18-19=-3887/2138, 17-18=-174/251,10-16=-976/1401,15-16=-175/283 WEBS 3-23=-1689/3069,4-23=-1329/2118,4-22=-5015/2852,6-22=-432/436,7-20=-425/221, 7-18=-270/280,8-18=528/556,10-18=-4186/2374,7-22=-1223/2205,2-25=-476/866, 11-16--227/469 NOTES- (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Encl.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf 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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)25=778, 16=1168,23=2210. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is bawd only upon parameters shown,and is for an individual building component,not11111 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 ANSIRPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 • • Job iTruss Truss Type IQty I Ply I I T11800398 1105571 I T30 Roof Special 12 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:12 2017 Page 1 I D:4odighex2zQ RMfjTdV7PjBysSrj-FuGI W_13PIeddX9irTDZG?NwQ Nos59NTBm2kO0ypaL5 1 3-9-12 414-1Q 7-5-4 19-10-11 1 14-1-14 20-10-8 I 29-3-4 I 37-9-12 3-9-12 0-7-d 3-0-8 2-5-7 4-3-3 6-8-10 8-4-12 8-6-8 Scale=1:67.4 0.25 riY 4 = 5x8 = 354 II 4x6 5x8 = 3x6_ 2x4 II 4x8 2x4 I I 4x8 = 1 2 3 4 5 6 7 8 g 10 nu Z : “;:i Tap O C a o 22 21 18 17 • 16 15 14 13 12 . 11 3x4 I I 3x4 = 6x8= 5x12 = 3x6_ 2x4 I I 4x6_ 5x12 = 3x6 II 2x6= 6x8= 2x6 II 4-4-12 14- 17- 9 1 3-9-12 0-0--121 73--g--: 1 -14 6-8�10 I 3 3-19 23 10-5 8 1 29-3-4 8-4-12 37-9-12 8-6-8 0-6-4 Plate Offsets(X,Y)— 14:0-3-8,0-2-81,f8:0-4-0,Edgel,116:0-4-8,0-2-81,117:0-3-8.0-3-01,121:Edge,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) 0.32 12-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(TL) -0.57 12-14 >631 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.85 Horz(TL) 0.03 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:187 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 4-2-9 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. 2-21,3-18:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-11-11 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 4-16,7-12,10-12,7-16 4-16,10-12:2x4 SP No.2 REACTIONS. (lb/size) 11=908/0-4-12,19=-927/0-5-8,17=2645/0-5-8 Max Horz 19=80(LC 9) Max UpIift11=-428(LC 13),19=-927(LC 1),17=-1039(LC 12) Max Gray 11=908(LC 1),19=442(LC 13),17=2645(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-682/392,3-4=-1686/1914,4-5=-956/772,5-6=-949/773,6-7=-956/784, 7-8=-2435/2072,8-9=-2441/2071,9-10=-2440/2058,10-11=-864/780 BOT CHORD 19-20=-166/422,3-19=-1165/1383,17-18=-364/600,16-17=-1910/1686, 15-16=-1857/2242,14-15=-1857/2242,13-14=-1857/2242,12-13=-1857/2242 WEBS 3-17=-1921/1387,4-17=-1387/1251,4-16=-2568/3011,6-16=-432/455,7-12=-240/469, 9-12=-575/622,10-12=-2034/2413,7-16=-1375/1170,2-19=-476/821 NOTES- (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)11=428, 19=927,17=1039. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSIRPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 711800399 1105571 T31 Roof Special 7 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:13 2017 Page 1 ID:4odighex2zQ RMfjTdV7Pj BysSrj-j4g7jK2hA2mUEgkuPBkopDw2Un DigardQQnHwTypaL4 3-9-12 4t4-1Q 9-10-11 I 12-9-6 1 20-10-8 26-5-4 I 32-0-0 3-9-12 d-7-d 5-5-15 2-10-11 8-1-2 5-6-12 5-6-12 Scale=1:56.9 0.25 12 2x4 II 5x12 = 6x12 MT2OHS — 3x8— 4x10 MT2OHS = 3x4 = 4x8= 3x4 I I5 6 7 8 1 2 3 4 __ I$ ,ilii ma I bb L ° 18 17 14 1312 11 10 9 3x4 II 3x4 = 5x12 = 4x6—_ 3x4 = 4x8 = 3x6 H 2x6= 5x8 II 4x6 II 4-4-12 I ieaii 0-0-0t412I 8-410 Z8-1 zs I sfi 26-5-42 I 32-0-01 I 0-64 Plate Offsets(X,Y1— f4:0-5-0,Edtael,f10:0-3-8,0-2-01,f17:Edoe,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.98 Vert(LL) 0.60 11-13 >546 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(TL) 0.48 11-13 >689 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.96 Horz(TL) -0.02 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:158 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 6-8:2x4 SP No.2 end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 3-3-12 oc bracing. 12-14,9-12:2x4 SPM 31 WEBS 1 Row at midpt 3-13,6-13,8-10 WEBS 2x4 SP No.3*Except* 3-13:2x4 SP M 31 REACTIONS. (lb/size) 9=931/0-5-8,15=1288/0-5-8 Max Horz 15=67(LC 9) Max Uplift9=-770(LC 8),15=-1218(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-550/263,3-4=-2352/4374,4-5=-2342/4374,5-6=-2353/4387,6-7=-2472/4638, 7-8=-1770/3273,8-9=-897/1555 BOT CHORD 15-16=-156/431,3-15=-1037/1565,13-14=-148/317,12-13=-4633/2481, 11-12=-4633/2481,10-11=-3267/1766 WEBS 3-13=-4819/2572,5-13=-528/554,6-13=-355/283,7-10=-673/995,8-10=-3448/1864, 2-15=-218/519,7-11=-1480/782 NOTES- (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Encl.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tat by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)9=770, 15=1218. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 1 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. la 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 ANSITTP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 l • Job Truss Truss Type Qty Ply T11800400 1105571 T32 ROOF SPECIAL '.7 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:14 2017 Page 1 I D:4odighex2zQ RMfjTdV7PjBysSrj-BHOWwg3JxMuLsgJ5yuF1 LQSECAUpZ1 wme4XrSvypaL3 i 3-9-12 414-1$ 12-9-6 20-10-8 1 26-2-8 I 31-6-8 I 3-9-12 7-d 8-4-10 8-1-2 5-4-0 5-4-0 Scale=1:56.0 0.25 112 6x10 = 5x14 MT2OHS= 5x8= 5x14 MT2OHS= 3x4= 4x6 = 54 II 5 6 7 1 2 3 18 4 mm r, or a 4 rn N N Z ! 1 _ 0 • 17 16 13 1211 10 9 8 4x6 I I 4x6 = 5x12= 4x6 = 3x4= 3x8 = 3x6 I I 3x6 = 6x8 = 4x6 II 4-4-12 3-9-12 aa�z{ 12-9-6 I 8-1-220-10-8 iris I0-5 I 3e os 0-6-4 Plate Offsets(X,Y)— f4:0-7-0,0-3-01,[9:0-3-8,0-1-81.116:Edoe,0-1-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.00 TC 0.92 Vert(LL) 0.55 10-12 >581 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.96 Vert(TL) 0.44 10-12 >731 180 MT2OHS 187/143 BOLL 0.0 * Rep Stress Incr NO WB 0.97 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:156 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 4-6-6 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. 11-13,8-11:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 3-4-15 oc bracing. WEBS 2x4 SP No.3'Except* WEBS 1 Row at midpt 3-12,5-12,7-9 3-12.2x4SPM31 REACTIONS. (lb/size) 8=910/Mechanical,14=1862/0-5-8 Max Horz 14=68(LC 9) Max Uplift8=-754(LC 8),14=-1795(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-266/129,2-3=-1090/549,3-18=-2287/4266,4-18=-2277/4257,4-5=-2282/4271, 5-6=-2348/4422,6-7=-1658/3077,7-8=-877/1528 BOT CHORD 16-17=-160/286,14-15=-314/769,3-14=-1365/2180,12-13=-341/684,11-12=-4418/2358, 10-11=4418/2358,9-10=-3072/1655 WEBS 3-12=-5079/2701,4-12=-574/644,5-12=-303/184,6-9=-664/994,7-9=-3268/1761, 2-14=-478/1011,6-10=-1469/769 NOTES- (10) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=1 OBmph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)8=754, 14=1795. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-18=-130,5-18=-60,5-7=-60,16-17=-10,14-15=-10,8-13=-10 t I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.70103/2075 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,notMN 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 ANSITTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 i ,I Job Truss Truss Type Qty Ply TI1800401 1105571 T33 ROOF SPECIAL 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc.Wed Aug 09 13:41:14 2017 Page 1 I D:4odighex2zQ RMfjTdV7PjBysSrj-BHO Wwg3JxMuLsgJ5yuF1 LOSG2AYvZ3sme4XrSvypaL3 8-10-2 16-11-4 I 22-3-4 I 27-7-4 0. 8-4-10 8-1-2 5-4-0 540 Scale=1:52.2 0.25 12 4x6— axe= 4x6 2x4 II 5x14 MT20HS = x4 = 3x4 = 1 14 2 3 4 5 6 s, aro, rmp 13 -- " iMMOIM .1° —.M .I111111111111111111111b 11111111111111111111.1.1.1.1 v w ib 12 [7� 11 10 9 8 7 2x6 H 4x12 = 3x6 = 3x8= 6x8= Or`�'� 8-10-2 16-11-4 18-4-5 l 27-7-4 0.5-8 8-4-10 8-1-2 1-5-1 9-2-15 Plate Offsets(X,Y)— 11:0-5-8,0-3-01,110:0-3-8,0-2-01 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.23 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.70 Vert(TL) -0.47 7-8 >698 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.85 Horz(TL) 0.06 7 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix-M) Weight:138 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins, except 1-3:2x4 SP M 31 end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-5-14 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 1-10,2-8 OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 7=660/Mechanical,13=871/0-4-12 Max Horz 13=7(LC 8) Max Uplift7=-274(LC 9),13=-419(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-1985/1688,2-14=-1975/1684,2-3=-1809/1514,3-4=-1805/1515,4-5=-1798/1504 BOT CHORD 10-11=-273/317,9-10=-1687/1976,8-9=-1687/1976,7-8=-1060/1203 WEBS 1-10=-1461/1714,2-10=-385/408,2-8=-357/201,5-8=-478/660,5-7=-1286/1152 NOTES- (11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Bearing at joint(s)13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=274, 13=419. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-14=-110,4-14=-40,4-6=-40,7-11=-7 1 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 111 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 ANSIRPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 A Job Truss Truss Type Qty Ply T11800402 1105571 T34 Flip Girder 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13A1:17 2017 Page 1 ID:4odighex2zQ RMfjTdV7PjBysSrj-br4eZh5CEHGwjI t geOpkz34nVOYnmOPDL11V3EypaLO I 3-9.12414-13/ 11-0-0 I 15-3-4 1 19.6-8 1 22-8-4 2?-3-4 29-0-4 130$8 3-9-12 d-7-d 6-7-4 4-3-4 4-3-4 3-1-12 0-7-0 5-9-0 1-6-4 Scale=1:56.4 0.25 12 NAILED 2x4 I I Special NAILED 4x12 = Special 3x8= 2x4— 3x8= 4x6_ 2x4 II 4x6 2x6 II NAILED NAILED 4x6= 3x4= 2x4 11 1 2 3 4 31 5 32 6 7 8 9 10 11 a e " 111 I e I III 3/ '''E � ■ww-x c:� 4 .rz 15 Qq n N IQ o 30 29 26 25 24 33 23 22 21 18 17 13 12 34 2x6 II 3x4 II 4x12= 3x6= 4x8 NAILED 4x6 = 2x4 II 2x4 II 2x4= 2x4= Special NAILED NAILED Speoal 6x8= 3x4= 4x6 II NAILED 3x6= 2x4 II 2x4 II 304 = 4p-4-612 23-3-4 30-6-8 3312 aah2I 161740 1534 ¢aaa 22-84 6-6-8 29-00 ,n 0-6-4 �0-0-12 1-0-0 Plate Offsets OM— (25:0-3-8,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) 0.24 23-25 >911 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TL) 0.20 23-25 >999 180 BCLL 0.0 * Rep Stress lncr NO WB 0.93 Horz(TL) 0.04 15 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix-M) Weight:161 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. 2-29,3-26,9-17,10-13:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-7-10 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-25 REACTIONS. (lb/size) 27=1220/0-5-8,20=1518/0-5-8,15=126/0-5-8 Max Horz 27=264(LC 5) Max Uplift27=-1377(LC 4),20=-1814(LC 5),15=-285(LC 31) Max Gray 27=1225(LC 19),20=1518(LC 1),15=302(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-326/294,3-4=-1671/2214,4-31=-1812/2286,5-31=-1812/2286,5-32=-1812/2286, 6-32=-1812/2286,6-7=-732/922,7-8=-942/695,8-9=-604/399 BOT CHORD 3-27=-940/1045,25-26=-269/203,24-25=-2404/1697,24-33=-2404/1697, 23-33=-2404/1697,23-34=-1053/787,22-34=-1053/787,21-22=-572/631, 7-20=-1034/1314,19-20=-501/624,18-19=-284/180,9-16=-271/226 WEBS 3-25=-2516/1947,4-25=-481/338,5-23=-564/392,6-23=-1552/1168,6-22=-873/949, 7-22=-2052/1605,9-18=-442/599,2-27=-259/284,8-20=-455/490 NOTES- (11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)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 20.0psf 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib) 27=1377,20=1814,15=285. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)146 lb down and 233 lb up at 11-0-0,and 157 lb down and 196 lb up at 19-6-8 on top chord,and 320 lb down and 370 lb up at 11-0-0,and 186 lb down and 223 lb up at 19-5-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 11)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 4 Continued on page 2 IMM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component.not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 ANSIRPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 a a Job Truss Truss Type Qty Ply 711800402 1105571 T34 Hip Girder 1 1 Job Reference{optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:17 2017 Page 2 I D:4odighex2zQ RMfjTdV7 Pj BysSrj-br4eZh5CEHGwjl1 geOpkz34n VOYnmO PDL 11 V3EypaLO LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-11=-60,29-30=-10,27-28=-10,21-26=-10,19-20=-10,17-18=10,14-16=-10,12-13=10 Concentrated Loads(Ib) Vert:4=-133(F)6=110(F)25=-90(F)23=-4(F)5=-178(F)22=-48(F)31=-89(F)32=-89(F)33=-2(F)34=-2(F) • 1 ► A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. m 1111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iie k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 .\ Job Truss Truss Type Qty Ply 111800403 1105571 T35 Hip 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,F132244 7.640 s Apr 19 2016 MiTek Industries,Inc.Wed Aug 09 13:41:18 2017 Page 1 ID:4odighex2zQRMfjTdV7PjBysSrj-42d0m16q_bOnLScsBkKzWGd aoskVxhMZhV2bgypaL? I 3-9-12 �4-^� }�-� ¢4� 4 30-6-8 3-9-12 4d-7'd 472 I 3-11-8 10-6-8 17-6-84-0-0 td6-O 22-8-4712 2d-i-d 59-0 z 7-0 0-11-4 Scale=1:56.4 0.25 1 y 2x4 II 2x4 I I 3x6= 2x4 II 3x6 = 2x4 — 4x6 I 3x6= 3x6= 3x6= 3x6= 2x4 3x4 = 2x4 II 1 2 3 4 5 6 7 8 9 10 11 1213 c2 . cep Cl= gtZ. .11 .6 0 n �° ._ 0 . lal El. 917♦} $ n 30 29 26 2524 23 20 19 15 14 3x4 II 4x6 11 4x8 = 5x6 = 3x4 I I 2x4 II 3x6= 3x6 = 2x4 = 3x4 = 4x6 H 3x6 = 2x4 II 4x6= 4x6= 30-6-8 4-4p�-12 23-3-4 29-7-4 3-9-12 0-012 8 I 18-7-4 1-6-fl 1�0 18-0-$ 22-8-4 23-2-1 29-0-4 d-e-4 I 5-9-0 0-6-4 A 0'1i-d d00-0-12 40-0.0-12 0-11-4 Plate Offsets(X,Y)— f29:Edae,0-3-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) 0.39 23-25 >549 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(TL) 0.32 23-25 >674 180 BCLL 0.0 * Rep Stress lncr YES WB 0.54 Horz(TL) -0.01 17 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:156 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-1 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. 2-29,3-26,9-23,10-20,11-19,12-15:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 27=939/0-5-8,22=957/0-5-8,17=222/0-5-8 Max Horz 27=196(LC 9) Max Uplift27=-907(LC 8),22=-913(LC 9),17=-196(LC 9) Max Grav27=939(LC 1),22=957(LC 1),17=236(LC 24) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-672/338,3-4=-531/255,4-5=-1008/1974,5-6=+1005/1976,6-7=-1005/1976, 7-8=-1008/1978,8-9=-469/235,9-10=-595/308,10-11=-293/113 BOT CHORD 27-28=-169/460,26-27=-1037/496,25-26=-1416/670,24-25=-1375/649,23-24=-1375/649, 22-23=-1027/490,20-21=-308/107,19-20=-291/79 WEBS 4-25=-1011/435,6-25=-255/250,11-20=-197/372,8-25=-1051/448,4-26=-1029/1756, 8-23=-990/1690,2-27=-353/721,10-22=-278/441 NOTES- (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.II;Exp D;Encl.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)27=907, 22=913,17=196. 7)"Semi-rigid pjtchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 1 8 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. r.� Design valid for use only with MiTek®connectors.This design is bawd 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/PII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 711800404 1105571 T36 Hip 1 1 Job Reference Optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:19 2017 Page 1 ID:4odighex2zQRMfiTdV7PjBysSrj-YEBO_N7SIu WeybB21RrC2UA9KBBxEOuVoLEc76ypaL_ �t�' 2930-5-8 3-9-12 0-74 4-77-2 I 4-6-0 I 1-5-8 10 2-6-0 I 22-8-4 � 2 7-0 5-9-0 2�7-0 0-11-4 Scale=1:56.4 0.25 12 2x4 II 3x4 II 3x6 2x4 - 4x6 II 3x6 3x6= 2x4 I I 3x6= 3x6= 2x4 II 3x6 = 2x4 II 1 2 3 4 5 6 7 8 9 10 11 12 _. c� __ caZ®5 4 N il Ar Mi.,' r Io _ N r1 0 29 28 2524 23 22 19 18 14 13 3x4 II 4x8 113x6 —_ 3x8 = 5x6 = 3x4 I I 2x4 = 3x6 = 2x4 = 3x4= 5x6 11 3x6= 2x4 II 4x6 = 4x6= 30-6-8 4-4-12 23-3-4 29-7-4 I 3-9-12 3-1--21 13-6-8 115-601¢61! 22-8-4 (1-6-0 629 2¢64 I 3-9-12 12 9-1-12 1-58 p!se' d0-0- d6d� 0-6-4 0-0-12 0-0-12 0-11-4 Plate Offsets(X,Y)— I28:Edoe,0-3-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) 0.39 23-25 >548 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(TL) 0.32 23-25 >673 180 BCLL 0.0 * Rep Stress Incr YES WB 0.54 Horz(TL) -0.01 16 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:156 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. 2-28,3-25,8-22,9-19,10-18,11-14:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 26=939/0-5-8,21=955/0-5-8,16=223/0-5-8 Max Horz 26=240(LC 9) Max Uplift26=-899(LC 8),21=-893(LC 9),16=-195(LC 9) Max Grav26=939(LC 1),21=955(LC 1),16=246(LC 24) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-662/340,3-4=-508/258,4-5=-1007/2007,5-6=-1006/2012,6-7=-1006/2011, 7-8=-520/233,8-9=-644/305,9-10=-342/110 BOT CHORD 26-27=-169/459,25-26=-1048/497,24-25=-1461/672,23-24=-1461/672,22-23=-1395/652, 21-22=-1030/490,19-20=-313/106,18-19=-321/81 WEBS 4-25=-1032/1781,4-23=-1011/426,7-22=-990/1697,10-19=-195/386,7-23=-1051/442, 2-26=-357/738,9-21=-278/446 NOTES- (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)26=899, 21=893,16=195. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/201S 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,not11111 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 Mibk' 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 1 Job Truss Truss Type Qty Ply T11800405 1105571 T37 ROOF SPECIAL 3 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:20 2017 Page 1 ID:4odighex2zO RMf)TdV7PjBysSrj-OQInBj74WCeVaImFJ9MRbhiK4bXAzr8f1?_9fZypaKz 30-6-8 3-9-12 41�-1 9-0-8 I 138-8 I 155-3-4 1 18-0-8 I 22-8-4 2-3-' 29-0-4 2 7 3-9-t2 0-7- 4-7-12 4-6-0 1 12 2-9-4 4-7-12 d-7-0 5-9-0 f�7-1 0-11-4 Scale=1:55.3 0.25 12 2x4 II 3x4 II _ 3x6 = 2x4 = 4x6 x6= 3x6= 2x4 II 3x63x6= 2x4 II 3x6 = 2x4 II 2 3 4 5 6 7 8 9 10 11 12 L7 n ®5g R N 13,1••,. ■ 471.___________.. -- ---u-- ;,' .:1 cv N �° . ° lel �:_� °16'®'--g 0 29 28 2524 23 22 19 18 14 13 354 II 4x6 I I3x6—_ 3x8 = 5x6 = 3x4 II 2x4 I I 3x6= 2x4 = 3x4 = 5x6 II 4x6=3x6= 2x4 I I 4x6 = 30-6-8 4-4-12 23-3-4 29-7-4 3-9-12 3-18 I 13-6-8 i 22-8-4 2p-2J 29-0-4 2$-6-p I 3-9-12 0-0-12 9-1-12 9-1-12 d-6-4� 5-9-0 d-6--4 0.6-4 0-0-12 0-0-12 0-11-4 Plate Offsets(X,Y)— f28:Edae,0-3-81 , LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.70 j Vert(LL) 0.39 23-25 >548 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(TL) 0.32 23-25 >673 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.54 Horz(TL) -0.01 16 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:156 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. 2-28,3-25,8-22,9-19,10-18,11-14:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 26=939/0-5-8,21=955/0-5-8,16=223/0-5-8 Max Horz 26=239(LC 11) Max Uplift26=-899(LC 8),21=-893(LC 9),16=-195(LC 9) Max Grav26=939(LC 1),21=955(LC 1),16=246(LC 24) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-662/340,3-4=-508/258,4-5=-1006/2006,5-6=-1005/2011,6-7=-1006/2010, 7-8=-519/232,8-9=-644/304,9-10=-342/110 BOT CHORD 26-27=-169/459,25-26=-1048/497,24-25=-1461/672,23-24=-1461/672,22-23=-1395/651, 21-22=-1030/490,19-20=-313/106,18-19=-321/81 WEBS 4-25=-1032/1782,4-23=-1009/426,7-23=-1051/441,7-22=-990/1696,10-19=-195/386, 2-26=-357/739,9-21=-278/445 NOTES- (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)26=899, 21=893,16=195. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 1 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 ANSITfPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 4 Job Truss Truss Type Qty Ply 711800406 1105571 T38 ROOF SPECIAL GIRDER 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:22 2017 Page 1 I D.4odighex2zQ RMfjTdV7PjBysSrj-yptXcP9K2pvDg3wdQaOvg6ogCPDZReeyUJTGjRypaKx 30-6-8 I 3-9-121 9-10-0 I 15-3-4 1 18-11-12 22-8-4 2 3-1 26-1-12 1 29-0-4 7 1 3-9-12 7-d 5-5-4 5-5-4 3-8-8 3-8-8 l 7-0 2-10-8 2-10-8 7- 0-11-4 Scale=1:55.3 0.25 Fli 3x4= 3x6= 5x12= 2x4 = 2x6 I 2x6 I I 2x4 I I 5x8 2x4 II 3x6= 2x4 11 5x8= 2x4 II 1 2 3 4 5 8 7 8 9 10 11 12 A Y4,5 � 4 .710' i i E . a ,t, ii ® ; flIl M . fel Il Il ._6.7, 1� 28 0 31 302`8'26 25 24 23 22 21 19 32 33 1834 35 17 14 13 2x6 I I 2x6 II 4x8= 3x6= 2x4 II 3x10= 2x4 11 HTU26 3x8 I I 2x4 ll 2x4= 10x16 MT2OHS= HTU26 2x4 11 3x4= 3x6= 10x12 = 2x4 II HTU26 HTU26 30.6-8 4-4-12 23-3-4 29-7-4 I 3-9-12 3-1R-8 i 9-10-0 1Q-5-1§ 15-3-4 l 167-1 1 18-11-12 1 22-8-4 2$-2-9 26-1-12 1 29-0-4 2$6� 3-9-12 0-0-12 5-5-4 d-7-1 4-9-5 1-3-13 2-0-11 3-8-8 d-6-4� 2-10-8 2-10-8 d-6-4� 0-6-4 0-0-12 0-0-12 0-11-4 Plate Offsets(X,V)— 117:0-5-12,0-1-81,f18:0-6-0,0-6-41,[20:0-6-4,0.3-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) 0.10 23-25 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(TL) -0.09 23-25 >999 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.99 Horz(TL) -0.02 16 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:173 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-11 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. 2-30,3-26,8-19,10-17,11-14:2x4 SP No.3,7-21:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 17-19:2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 REACTIONS. (lb/size) 20=3029/0-5-8,16=2314/0-5-8,28=848/0-5-8 Max Horz 28=272(LC 26) Max Uplift20=-1796(LC 5),16=-1018(LC 9),28=-842(LC 23) Max Gray 20=3029(LC 1),16=2376(LC 20),28=848(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 34=-806/840,4-5=-776/826,5-6=-281/299,6-7=-281/297,7-8=-830/974, 8-9=-1760/770,9-10=-1762/768 BOT CHORD 2-29=-323/295,27-28=-334/143,3-27=-434/393,25-26=-278/83,24-25=-866/649, 23-24=-866/649,22-23=-866/649,21-22=-797/557,7-20=-832/686,19-20=-558/635, 8-19=-372/892,19-32=-585/690,32-33=-565/669,18-33=-544/649,16-17=-400/903, 10-16=-1433/632 WEBS 3-25=-1008/944,4-25=-347/243,7-22=-980/1075,8-20=-2274/1135,5-22=-639/582, 8-18=-981/1787,10-18=-923/2083 NOTES- (12) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Encl.,GCpi=0.18; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 20=1796,16=1018,28=842. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 1-4-0 oc max.starting at 24-0-4 from the left end to 28-0-4 to connect truss(es)to back face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 12)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 4 Continued on page 2 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 11111 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 bradng Wel(' 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 ANSUTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T11800406 1105571 T38 ROOF SPECIAL GIRDER 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:22 2017 Page 2 I D:4odighex2zQ RMtjjTdV7 Pj BysSrj-yptXcP9K2pvDg3wdQaOvg6ogCPDZReeyUJTGjRypaKx LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-5=-60,5-12=-60,30-31=-10,27-29=-10,21-26=10,19-20=10,17-19=-10,15-16=-10, 13-14=-10 Concentrated Loads(Ib) Vert:32=-1018(B)33=-1018(B)34=1018(B)35=-1018(B) t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and 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 ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Trus Truss Type Qty Ply 711800407 1105571 T39 Monopitch 13 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:23 2017 Page 1 ID:4odighex2zQ RMf)TdV7Pj BysSrj-Q?RvplAzp713RDVp_Hv8DKKxl plQAKR5jzCpFuypaKw 3-8-12 3-8-12 3x4= 0.25 12 Scale=1:15.2 12 3 2x4 I I 5 3x6 6 4 2x4 3-8-12 � 3-8-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.25 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.09 Vert(TL) -0.01 5-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(TL) -0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-12 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=116/Mechanical,5=124/Mechanical Max Horz 6=4(LC 8) Max Uplift6=-57(LC 8),5=-69(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (8) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,5. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 4 f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bradng 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 ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss 'Truss Type 'Qty Ply T11800408 1105571 T40 Common 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:23 2017 Page 1 I D:4odighex2zQ RMfjTdV7PjBysSrj-Q?RvplAzp713RDVp_Hv8DKKu3pIRAHg5jzCpFuypaKw -0-6-0 4-2-12i 8-5-8 1 8-11-8 0-6-0 4-2-12 4-2-12 0-6-0 Scale=1:17.9 0.25 12 4x6= 4x6= 1 2 4x6 = 3 4 5 4 '? T4I- 2x6 II 2x6 II 4-2-12 8-5-8 I 4-2-12 4-2-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) 0.03 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.09 Vert(TL) -0.04 7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.23 Horz(TL) -0.00 6 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:41 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=325/0-3-8,6=325/0-3-8 Max Horz 8=50(LC 11) Max Uplift8=-174(LC 8),6=-174(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-296/404,2-3=-568/677,3-4=-568/677,4-6=-296/405 WEBS 2-7=-573/478,3-7=-195/308,4-7=-577/478 NOTES- (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fd between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)8=174, 6=174. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. t 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. 1111* 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 ANSVTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 1105571 T41 Hip Girder 2 1 711800409 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:24 2017 Page 1 I D:4odighex2zQ RMfjTdV7Pj BysSrj-uC?H 14BbaR9w3N40Y?RNIXt6hC2bviZEydyNoKypaKv -0-6-0 3-0-0 5-5-8 8-5-8 8-11-8 0-6-0 3-0-0 2-5-8 3-0-0 0-6-0 Scale=1:18.2 0.25 12 Special Special 4x8= 4x6 NAILED 3x4= 1 2 3x4 = 3 11 4 5 6 e • p4 CSI rh tb 9 12 3x4 = NAILED 3x8 = 10 Special Special 7 2x4 I I 2x411 3-0-0 5-5-8 8-5-8 3-0-0 2-5-8 3-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.21 Vert(LL) 0.03 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.29 Vert(TL) -0.04 8-9 >999 180 BCLL 0.0 * Rep Stress lncr NO WB 0.32 Horz(TL) 0.00 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:42 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-4-14 oc bracing. REACTIONS. (lb/size) 10=396/0-3-8,7=396/0-3-8 Max Horz 10=51(LC 7) Max Upliftl0=-271(LC 4),7=-271(LC 5) Max Gray 10=397(LC 19),7=397(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=-371/269,2-3=-709/483,3-11=-706/482,4-11=-706/482,4-5=-708/482, 5-7=-371/269 BOT CHORD 9-12=-493/707,8-12=-493/707 WEBS 2-9=-477/680,5-8=-476/679 NOTES- (11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)10=271, 7=271. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)102 lb down and 165 lb up at 3-0-0, and 102 lb down and 165 lb up at 5-5-8 on top chord,and 30 lb down and 17 lb up at 3-0-0,and 30 lb down and 17 lb up at 5-4-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 11)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-60,2-5=-60,5-6=-60,7-10=-10 Concentrated Loads(Ib) Vert:3=-39(B)4=-39(B)9=-21(B)8=-21(B)11=-15(B)12=-8(B) 1 r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not1111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall +A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw 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 ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 r r Job Truss Truss Type Qty Ply T11800410 1105571 .TF01 FLOOR1 1 Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:25 2017 Page 1 ID.4odighex2zQ RMfjTdV7PjBysSrj-MOZgEQ BDLkHnhVUTC6iycIIPKAcSJeEHOAHhwKmypaKu I 6-2-0 6-2-0 2x4 11 2x4 11 2x4 II 2x4 i 2x4 11 Scale=1:20.8 1 3x4 2 3 4 5 6 i 12 11 10 9 8 7 2x4 II 3x4= 2x4 II 2x4 II 2x4 II 2x4 II I 6-2-0 I 6-2-0 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.04 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.00 Vert(TL) n/a - n/a 999 BOLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) -0.00 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight 47 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-2-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 6-2-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)12,7,11,10,9,8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (4) 1)Gable requires continuous bottom chord bearing. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. t • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 i i Job Truss Truss Type Qty Ply T11800411 1105571 TF02 FLOOR 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:25 2017 Page 1 I D:4odighex2zQ RMf)TdV7PjBysSrj-MOZgEQBDLkHnh WFC6iycIIPCYcReeEsOAHhwKmypaKu I 6-2-0 I 6-2-0 2x4 Scale=1:20.8 1 4x6 2 II•11 1 giallillall a 4 OM 2x4 H 3x4= I 6-2-0 I 6-2-0 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.52 Vert(LL) 0.00 4 "" 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.11 Vert(TL) -0.04 3-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:40 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-2-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=305/Mechanical,3=305/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-282/0,2-3=-282/0 NOTES- (4) 1)Refer to girder(s)for truss to truss connections. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. I 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 A y Job Truss Truss Type Qty Ply T11800412 1105571 TF03 FLOOR 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:25 2017 Page 1 I D:4odighex2zQ RMf)TdV7PjBysSrj-MOZgEQ BDLkHnh WIC6iycIIP85cGBe25OAHhwKmypaKu 6-7-4 I 13-0-12 1 19-6-4 26-1-8 6-7-4 6-5-8 6-5-8 6-7-4 Scale=1:45.5 3x8 = 5x8= 2x4 II 3x6 = 2x4 I I 5x8= 2 3 4 5 6 ee ® 1 ° I 0l E ®o v 12 11 10 9 8 13 7 3x4 II 8x12 = 4x8= 8x12 = 3x4 I I 2x4 II HTU26 I 6-7-4 I 13-0-12 I 19-6-4 26-1-8 I 6-7-4 6-5-8 6-5-8 6-7-4 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (IOC) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) -0.18 9 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.78 Vert(TL) -0.34 9 >900 240 BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(TL) 0.05 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:159 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-11,3-11,3-8,6-8:2x4 SP No.2 REACTIONS. (lb/size) 12=1401/0-5-8,7=1534/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-1360/0,1-2=-2435/0,2-3=-2435/0,3-4=-2699/0,4-5=-2699/0,5-6=-2699/0,6-7=-1480/0 BOT CHORD 10-11=0/3278,9-10=0/3278,8-9=0/3278 WEBS 1-11=0/2611,2-11=-669/0,3-11=-927/0,3-8=-637/0,5-8=-667/0,6-8=0/2896 NOTES- (7) 1)The Fabrication Tolerance at joint 4=20%,joint 10=20% 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 19-10-12 from the left end to connect truss(es)to back face of bottom chord. 5)Fill all nail holes where hanger is in contact with lumber. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-6=-96,7-12=-8 Concentrated Loads(Ib) Vert:13=-250(B) t I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/0./2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracng MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 1.— k Job Truss Truss Type Qty Ply 111800413 1105571 TF04 FLOOR 6 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:26 2017 Page 1 ID:4odighex2zQ RMfjTdV7Pj BysSrj-ra62SmCr62Pelg DOfPTrryyKIObBNXKXPxRUsDypaKt 6-7-4I 13-0-12 I 19-6-4 26-1-8 6-7-4 6-5-8 6-5-8 6-7-4 Scale=1:45.5 3x8 = 3x10= 2x4 II 3x6 = 2x4 I I 3x10= 1 2 3 4 5 6 e Jfi I o l p l $ o 4 4 ro 12 11 10 9 8 7 2x4 II 6x10= 4x6= 6x10 = 2x4 I I 2x4 II I 6-7-4 I 13-0-12 I 19-6-4 I 26-1-8 I 6-7-4 6-5-8 6-5-8 6-7-4 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL) -0.19 9 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.86 Vert(TL) -0.36 9 >861 240 l BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.08 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:138 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 4-7-4 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-11,3-11,3-8,6-8:2x4 SP No.2 REACTIONS. (lb/size) 12=1342/0-5-8,7=1342/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-1313/0,1-2=-2264/0,2-3=-2264/0,3-4=-2264/0,4-5=-2264/0,5-6=-2264/0,6-7=-1313/0 BOT CHORD 10-11=0/2945,9-10=0/2945,8-9=0/2945 WEBS 1-11=0/2447,2-11=-674/0,3-11=-752/0,3-8=-752/0,5-8=-674/0,6-8=0/2447 NOTES- (4) 1)The Fabrication Tolerance at joint 4=20%,joint 10=20% 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. t / A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not11111 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 Ml;lek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabncation,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 ,r a Job Truss' Truss Type Qty Ply T11800414 1105571 TF05 FLOOR 1 s -DID Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 ei!Y•is Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 1341:26 2017 Page 1 ID:4odighex2zQRMf)TdV7 Pj BysSrj-ra62SmCr62Pelg DOfPTrryyPV110f5NVUXPxRUsDypaKt I 4-4-15 I 8-8-1 I 12-11-4 I 17-2-6 I 21-5-9 I 25-10-7 4-4-15 4-3-3 4-3-3 4-3-3 4-3-3 4-4-14 Scale:1/4"=1' 10x12 = 2x6 II 5x12 = 8x10 = 5x12 = 2x6 Ii 10x12 = 1 2 3 4 5 6 7 • • 0 e I s nn M nn •M nn [ [l flfl flfl nn •1 . nn flfl '1 llfl nn �f3-1111 M - -mi14 15 16 17 13 18 19 20 12 21 22 23 11 24 25 26 10 27 28 9 29 30 8 6x12 MT2OHS I I 10x16 MT2OHS = HTU26 2x6 11 HTU26 8x14 MT2OHS = HTU26 2x6 I I HTU26 HTU26 10x16 MT2OHS = HTU26 6x12 MT2OHS I I HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 I 4-4-15 I 8-8-1 I 12-11-4 I 17-2-6 i 21-5-9 I 25-10-7 I 4-4-15 4-3-3 4-3-3 4-3-3 4-3-3 4-4-14 Plate Offsets(X,Y)- 14:0-5-0,0-6-01.19:0-4-8,0-4-81,111:0-7-0,0-6-01,113:0-8-0,0-4-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.25 11 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.61 Vert(TL) -0.57 11 >528 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(TL) 0.11 8 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix-M) Weight:683 lb FT=20% LUMBER- BRACING- TOP CHORD 2x8 SP 2400F 2.0E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x8 SP 2400F 2.0E end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-14,7-8:2x8 SP 2400F 2.0E,1-13,7-9:2x4 SP M 31 3-13,3-11,5-11,5-9:2x4 SP No.2 REACTIONS. (lb/size) 14=16070/0-5-8 (req.0-6-5),8=14224/0-6-15 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-15027/0,1-2=-17895/0,2-3=-17895/0,3-4=-32510/0,4-5=-32510/0, 5-6=-17929/0,6-7=-17929/0,7-8=-13055/0 BOT CHORD 14-15=0/963,15-16=0/963,16-17=0/963,13-17=0/963,13-18=0/28861,18-19=0/28861, 19-20=0/28861,12-20=0/28861,12-21=0/28861,21-22=0/28861,22-23=0/28861, 11-23=0/28861,11-24=0/28875,24-25=0/28875,25-26=0/28875,10-26=0/28875, 10-27=0/28875,27-28=0/28875,9-28=0/28875,9-29=0/958,29-30=0/958,8-30=0/958 WEBS 1-13=0/20330,2-13=-2919/0,3-13=-13021/0,3-12=0/1440,3-11=0/4333,4-11=-2970/0, 5-11=0/4317,5-10=0/1434,5-9=-12996/0,6-9=-2916/0,7-9=0/20377 NOTES- (10) 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x8-2 rows staggered at 0-7-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)All plates are MT20 plates unless otherwise indicated. 4)WARNING:Required bearing size at joint(s)14 greater than input bearing size. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 1-4-0 oc max.starting at 1-3-4 from the left end to 23-11-4 to connect truss(es)to front face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)185 lb down at 25-6-13 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Continued on page 2 t 1 -- WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MB-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 budding 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 ANSITTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 111800414 1105571 TF05 FLOOR 1 3 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc.Wed Aug 09 13:41:26 2017 Page 2 I D:4od iq hex22Q RMtjTdV7PjBysSrj-ra62SmCr62Pelg DOfPTrryyPV Wf5NVUXPxRUsDypaKt LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-7=746,8-14=-238(F=-230) Concentrated Loads(lb) Vert:1=2000 8=185(F)10=-185(F)9=-185(F)15=-167(F)16=-167(F)17=-167(F)18=-167(F)19=-184(F)20=-185(F)21=-185(F)22=-185(F)23=-185(F)24=-185(F) 25=-185(F)26=185(F)27=-185(F)28=-185(F)29=185(F)30=-185(F) • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 a • Job Truss Truss Type Qty Ply 711800415 1105571 TFO6 FLOOR 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc.Wed Aug 09 13:41:27 2017 Page 1 I D:4odighex2zQ RMfjTdV7PjBysSrj-JngQf6DTtMXVwgobD7_4NAVfJQ5668MhebA1 OfypaKs 2-2-0 2-2-0 2x4 I I 1 3x4 = 2 Scale=1:20.2 • HTU26 WPM 5 3 2x4 II 4x6= I 2-2-0 2-2-0 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) -0.00 3-4 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.17 Vert(TL) -0.00 3-4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=237/0-5-8,3=257/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (7) 1)Refer to girder(s)for truss to truss connections. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 1-1-12 from the left end to connect truss(es)to back face of bottom chord. 5)Fill all nail holes where hanger is in contact with lumber. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-96,3-4=-8 Concentrated Loads(Ib) Vert:5=-299(B) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7173 rev.10J03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 a t Job Truss Truss Type Qty Ply 111800416 '1105571 TF07 FLOOR 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:27 2017 Page 1 ID:4odighex2zQ RMfjTdV7PjBysSrj-JngQf6DTtMXVwgobD7_4NAVghQ7n68shebA1 OfypaKs 9-2-8 9-2-8 2x4 II 2x4 II 2x4 II 2x4 H 2x4 H 2x4 II 2x4 II Scale=1.18.2 3x4= 2 3 4 5 6 7 8 e o 0 0 0 0 0 0 • o e o 0 0 o e e • • 16 15 14 13 12 11 10 9 2x4 II 3x4= 2x4 II 2x4 II 2x4 II 2x4 II 2x4 II 2x4 II I 9-2-8 I 9-2-8 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.03 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.00 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 HOrz(TL) 0.00 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:57 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 9-2-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)16,9,15,14,13,12,11,10 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (4) 1)Gable requires continuous bottom chord bearing. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10103/2015 BEFORE USE. la 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 ANSITfPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 711800417 1105571 TF08 FLOOR 5 1 Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:27 2017 Page 1 ID:4odighex2zQRMfjjTdV7PjBysSrj-JngQf6DTtMXVwgobD7_4NAVaV 5m65WhebA1OfypaKs 10-5-8 I 4-10-0 I 9-2-8 0-5-8 4-4-8 4-4-8 5x12 = 2x4 I I Scale=1:20.8 1 2 3x4 = 3 i °4x6 = 6 5 2x4 II 3x4= 354= 105.8 1 4-10-0 I 9-2-8 I 0-5-8 4-4-8 4-4-8 Plate Offsets(X,Y)— f1:0-4-8.0-2-121 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) -0.01 5 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.13 Vert(TL) -0.01 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.01 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:59 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 4=460/0-4-12,8=419/0-4-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-394/0 BOT CHORD 4-5=0/394 WEBS 2-4=-463/0,1-5=0/382 NOTES- (4) 1)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. t 0 N WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note a truss system.Before use,the building designer must vent'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 braang Mel( is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 1 Job 'Truss Truss Type Qty Ply 711800418 1105571 TF09 FLOOR 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:28 2017 Page 1 ID:4odighex2zQRMf)TdV7PjBysSrj-nzEosSE5effMY NnngVJwNIiNgOyrULgsFwax5ypaKr I 5-4-8 10-5-8 14-10-0 i 19-2-8 5-4-8 5-1-0 4-4-8 4-4-8 Scale=1:34.0 2x4 I I 2x6 II 3x4 = 2x4 II 3x6 = 3x4 = 2x4 II 2x4 II 2x4 II 2x4 II 2x4 II 2x4 II 12 3 4 5 6 0 El D ® DD iii pi 2w4 i • El 2.4 II N ,. II iir 2x Y .111100. v v:x4 I I 2x4 I I G9xd 2x4 I r lye o ) •..............................••• Y Y IO 1 2.4 11 4 1 r 9 3x4 = 2x4 II 2x4 II 2x4 II 2x4 II 2x4 I I 8 3x8= 3x4= 2x4 I I 3x6 = I 10-4-12 101-8 19-2-8 I 10-4-12 0-0-12 8-9-0 Plate Offsets(X,Y)— (9:0-1-6,0-1-01,f18:0-1-13,0-1-01.122:0-1-13,0-1-01,124:0-1-13,0-1-01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL) -0.00 7-8 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.33 Vert(TL) -0.11 7-8 >957 240 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.01 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:122 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2`Except* end verticals. 3-8:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 10-4-12 except Qt=length)7=0-4-12. (lb)- Max Gray All reactions 250 lb or less at joint(s)10,11,12,13,14 except 15=495(LC 3),7=416(LC 4),9=1033(LC 1),9=1033(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 14-15=0/590,13-14=0/590,12-13=0/590,11-12=0/590,10-11=0/590,9-10=0/590, 8-9=0/273,3-9=-447/0,7-8=0/314 WEBS 2-15=-614/0,2-9=-683/0,5-8=-411/0,5-7=-357/0 NOTES- (5) 1)Unbalanced floor live loads have been considered for this design. 2)The Fabrication Tolerance at joint 4=20% 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 1 r N AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.76./03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSt/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 0 8 Job Truss Truss Type Qty Ply T11800419 1105571 TF10 FLOOR 9 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:28 2017 Page 1 ID:4odighex2zQ RMfjTdV7PjBysSrj-nzEosSE5effMY_NnngVJwN 1 fEgMprRwgsFwax5ypaKr Q 1 6-9-11 I 12-10-5 I 19-2-8 �r 64-3 6-0-11 6-4-3 Scale=1:34.9 4x6= 2x4 I I 5x12 = 3x8 = 3x8= 3x6 II 1 2 3 4 5 o ; d 12 �( 5_ ® e I0 ® 1e1 IW 0 10 9 8 7 6 2x4 II 5x8= 3x6= 3x6= 2x4 I I 5 6-9-11 I 12-10-5 19-2-8 5 6-4-3 6-0-11 6-4-3 Plate Offsets(X,Y)— [1:0-3-8,0-3-01,[3:0-3-14,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) -0.08 7-9 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.46 Vert(TL) -0.15 7-9 >999 240 BCLL 0.0 Rep Stress lncr YES WB 0.68 Horz(TL) 0.04 6 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix-M) Weight:107 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 SP No.2 WEBS 1 Row at midpt 4-6 REACTIONS. (lb/size) 6=980/0-4-12,12=939/0-4-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1485/0,2-3=-1485/0,3-4=-1485/0,5-6=-264/0 BOT CHORD 8-9=0/1452,7-8=0/1452,6-7=0/1452 WEBS 1-9=0/1437,2-9=-608/0,4-6=-1563/0 NOTES- (5) 1)The Fabrication Tolerance at joint 3=20%,joint 8=20% 2)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 1 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 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,notill. 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 braang Mel(' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 711800420 1105571 TF10A FLOOR 2 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:29 2017 Page 1 I D:4odighex2zQ RMfjTdV7PjBysSrj-F9oA4oEIPzn D98yzLYOYSbaq_Di6au9_5vf8TXypaKq r8 6-9-11 i 12-10-5 I 19-2-8 8 6-4-3 6-0-11 6-4-3 Scale=1:34.3 4x6 = 2x4 II 5x12 = 3x8 — 3x8= 3x6 II 1 2 3 4 5 u ii L 12 H - 1 0 '1°1- 1°f Ii 10 9 8 7 6 2x4 II 5x8= 3x6 = 3x6= 2x4 I, 5 55 8I 6-9-11 I 12-10-5 I 19-2-8 8 6-4-3 6-0-11 6-4-3 Plate Offsets(X,Y)— 11:0-3-8,0-3-01,[3:0-3-14,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) -0.08 7-9 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.46 Vert(TL) -0.15 7-9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.04 6 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:108 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 SP No.2 WEBS 1 Row at midpt 4-6 REACTIONS. (lb/size) 6=980/0-4-12,12=939/0-4-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1486/0,2-3=-1486/0,3-4=-1486/0,5-6=-264/0 BOT CHORD 8-9=0/1452,7-8=0/1452,6-7=0/1452 WEBS 1-9=0/1440,2-9=-607/0,4-6=-1563/0 NOTES- (5) 1)The Fabrication Tolerance at joint 3=20%,joint 8=20% 2)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. t 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1111 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 ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 1a Job Truss Truss Type Qty 'Ply T11800421 1105571 TF11 FLOOR 4 1 IJob Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industnes,Inc. Wed Aug 09 13:41:29 2017 Page 1 I D:4odighex2zQRMf)TdV7PjBysSrj-F9oA4oEjPznD98yzLYOYSbagvDkiaxO5vf8TXypa.Kq 5- 4-2-0 11-75 19-2-8 0-5 8 3-8-8 7-5-6 7-7-2 Scale=1:34.9 4x6—5x12 = 2x4 II 4x8 = 3x8 =, 4x6 I I 1 2 3 4 5 L r H LLI l e l L ! 12 13 -111....iii 1 I ® lel El kM 10 8 7 2x4 I I 3x8= 2x4 I 13x6 = 3x4 = 85� 4-2-0 I 11-75 I 19-2-8 5 3-8-8 7-5-6 7-7-2 Plate Offsets(X,Y)— 11:0-4-8.0-2-121,F3:0-4-0,Edael,f5:Edge,0-3-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) -0.04 8 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.36 Vert(TL) -0.09 6-8 >999 240 BCLL 0.0 Rep Stress lncr YES WB 0.50 Horz(TL) 0.02 6 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix-M) Weight:107 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x6 SP No.2 WEBS 1 Row at midpt 4-9,4-6 REACTIONS. (lb/size) 6=686/0-4-12,9=1396/0-5-8,12=-164/0-4-12 Max Uplift12=-258(LC 4) Max Gray 6=688(LC 4),9=1396(LC 1),12=31(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=0/304,2-3=0/304,3-4=0/304,5-6=-308/0 BOT CHORD 8-9=0/918,7-8=0/918,6-7=0/918 WEBS 1-9=-363/0,2-9=-600/0,4-9=-1318/0,4-6=-925/0 NOTES- (7) 1)Unbalanced floor live loads have been considered for this design. 2)The Fabrication Tolerance at joint 3=20%,joint 7=20% 3)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 258 lb uplift at joint 12. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 1 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ME 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 Wel(' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply I 711800422 1105571 TF11A FLOOR 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:30 2017 Page 1 I D:4odighex2zQRMIjjTdV7Pj BysSrj-jMMZH8F MAHv4nIXAuFXn?o748d46JOo7KZPh?ypaKp 0-5-81 4-2-0 I 11-4-10 I 19-2-9 6-5-8 3-8-8 7-2-10 7-9-14 Scale=1:34.4 4x6 = 4x6= 5x12 = 2x4 II 4x8= 3x4= 5x12 = 1 2 3 4 5 II Ili n o 0 13 9/ I ° m® 1 e - 1 0 r� I Xi2® u XX 10 9 8 7 6 2x4 11 3x8 = 3x4 = 3x6= 2x4 II 5-8 4-2-0 11-4-10 I 19-2-8 5- 3-8-8 7-2-10 7-9-14 Plate Offsets(X,Y)— 11:0-4-8,0-2-121.13:0-4-0,EdpeL 15:0-3-8,0-3-01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.04 8 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.35 Vert(TL) -0.08 6-8 >999 240 BCLL 0.0 Rep Stress lncr YES WB 0.47 Horz(TL) 0.01 14 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix-M) Weight:111 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x6 SP No.2 WEBS 1 Row at midpt 4-9 REACTIONS. (lb/size) 9=1349/0-5-8,13=-129/0-4-12,14=651/0-4-12 Max Uplift13=-223(LC 4) Max Gray 9=1349(LC 1),13=46(LC 3),14=653(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=0/264,2-3=0/264,3-4=0/264,4-5=-910/0 BOT CHORD 8-9=0/910 WEBS 1-9=-319/0,2-9=-588/0,4-9=-1273/0,4-8=-261/0,5-8=0/806 NOTES- (7) 1)Unbalanced floor live loads have been considered for this design. 2)The Fabrication Tolerance at joint 3=20%,joint 7=20% 3)Bearing at joint(s)13,14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 223 lb uplift at joint 13. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Ill Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa,FL 36610 ~• Job .Truss Truss Type Qty Ply T11800423 1105571 TF12 FLOOR 8 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:30 2017 Page 1 ID:4odighex2zQRMfjTdV7Pj BysSrj-jM MZH8FMAHv4n IXAuFXn?o719d3yJGo7KZPh?ypaKp Q-5-81 6-1-0 I 11-9-8 I 17-5-0 18-0-01 19-2-8 5-8 5-7-8 5.8-8 5-7-8 0-7-0 1-2-8 Scale=1:34.2 4x6= 6x10 = 3x4= 3x6= 3x4 = 2x4 I I3x4 = 2x4 1 2 3 4 5 6 7 a 13 I + I t7 U 0° ISI Ie CI • 17 711 -, o 15 14 13 12 9 8 3x8= 3x4= 3x6= 4x6= 2x4 II 3x6 = 2x4 = 2x4 18-0-0 9-s el 8-5-12 8-11-4 I 8-5-1217- 0 10' 411 i 2-8 I 0-0-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.05 14 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.42 Vert(TL) -0.12 12-14 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.03 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:112 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. 5-12,6-9:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 11=1083/0-5-8,17=836/0-4-12 Max Gray 11=1083(LC 1),17=842(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 15-16=0/605,1-16=0/605,2-3=-1201/0,3-4=-1201/0 BOT CHORD 14-15=0/1196,13-14=0/1141,12-13=0/1141,11-12=0/638,5-11=-491/0 WEBS 2-15=-1179/0,4-12=-1249/0 NOTES- (6) 1)Unbalanced floor live loads have been considered for this design. 2)The Fabrication Tolerance at joint 3=20%,joint 13=20% 3)Bearing at joint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 1 1 AWARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. -- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,riot 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 Mel(' 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 ANSVTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 r , Job Truss Truss Type Qty Ply T11800424 1105571 TF12A FLOOR 2 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:31 2017 Page 1 ID:4odighex2zQRMfjTdV7PjBysSrj-BYwxVUG_xa1 xPR6M Sz31 YOfBg 1 Og2sMGZD8EYQypaKo r8 6-7-13 I 12-6-11 j 19-2-8 8 6 2-5 5-10-13 6-7-13 Scale=1:33.9 4x6= 3x4= 4x6= 6x10= 3x4 = 3x6= 6x10 = 1 2 3 4 5 e n I + n a 1 • r, I ° I I °VI •1 a 1 13 0 3x8= 9 8 7 6 3x6= 3x4= 3x8 = gg-519-7-4 I 19-2-8 -5 8 9-1-12 9-7-4 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) -0.07 7 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.51 Vert(TL) -0.16 7-9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.05 13 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:107 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 SP No.2 WEBS 1 Row at midpt 2-9,4-6 REACTIONS. (lb/size) 12=938/0-4-12,13=933/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 9-10=0/670,1-10=0/670,2-3=-1492/0,3-4=-1492/0,6-11=0/665,5-11=0/665 BOT CHORD 8-9=0/1454,7-8=0/1454,6-7=0/1459 WEBS 2-9=-1412/0,4-6=-1401/0 NOTES- (5) 1)The Fabrication Tolerance at joint 3=20%,joint 8=20% 2)Bearing at joint(s)12,13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. t ► A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSITIPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd_ SafetyInformation available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 +o 4 Job Truss i Truss Type Qty Ply T11800425 1105571 TF13 FLOOR 1 2 Jab Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7 c4..Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:31 2017 Page 1 ID:4odighex2zORMfjTdV7PjBysSrj-BYwxVUG_xa 1 xPR6MSz31 YOfEC 1 OD2IKGZD8EYQypaKo r8I 5-2-2 9-7-4 14-05 19-2-8 5 4-8-10 4-5-2 4-5-2 5-2-2 Scale=1:34.0 4x6 = 4x6= 7x14 MT2OHS= 2x4 I I 3x8 = 3x8= 2x4 II 8x12= 1 2 3 4 5 6 I4, I S �eJEI, e i3i 15 U o/ 1 4 1 11 o' o 64 1: 12 11 10 9 8 7 2x6 II 7x10 = 3x12 MT2OHS= 2x4 II 7x10= 24 II 5 5-2-2 9-7-4 14-05 19-25 5 4-8-10 4-5-2 4-5-2 5-2-2 Plate Offsets(X,V)— f6:0-3-8,EdSlel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) -0.12 9 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.48 Vert(TL) -0.22 9 >999 240 MT2OHS 187/143 BCLL 0.0 Rep Stress!nor NO WB 0.83 Horz(TL) 0.05 16 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix-M) Weight:236 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPM 31 end verticals. WEBS 2x4 SP No.3`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-13:2x6 SP No.2,1-11,6-8:2x4 SP No.2 OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 5=4322/0-4-12,16=4298/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-5682/0,2-3=-5682/0,3-4=-5716/0,4-5=-5716/0,5-6=-5716/0 BOT CHORD 11-12=0/761,10-11=0/7201,9-10=0/7201,8-9=0/7201,7-8=0/833 WEBS 1-11=0/5910,2-11=-2256/0,3-11=-1844/0,3-8=-1802/0,5-8=-2257/0,6-8=0/5864 NOTES- (8) 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)All plates are MT20 plates unless otherwise indicated. 4)The Fabrication Tolerance at joint 4=20%,joint 10=20% 5)Bearing at joint(s)15,16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-6=-471,7-12=-8 t f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. IVA" 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 ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply �f T71800426 1105571 TF14 ROOF TRUSS 1 2 lob Reference(optional) Builders FirstSource, Jacksonville,F132244 '. s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:33 2017 Page 1 ID:4odighex2zQRMfjTdV7PjBysSrj-7w1 hw91ESCHfelGkaO5VdRIXgr?mfM4ZOXdLcJypaKm 1 0-11-4 p-6-4I 6-3-2 I 11-0-0 I 15-1-14 I 20-0-12 I 0-11-4 7-0 4-8-14 4-8-14 4-1-14 4-10-14 Scale=1:36.8 0.25 12 4x6 —3x4= 2x4 2x4 =2x6 I 4x8= 4x6= 2x4 II 5x14 MT20HS= 2 3 4 5 20 21 22 6 23 24 25 7 1 w LI w atter 19 4 i� BE o ® 15 I I =�o e— o —o 5x = 17 16 13 12 11 10 8 26 27 28 9 29 30 31 2x4 I I 206 I I 7x6= 4x6= 3x6= 6x10 = 4x6 II 2x4 II 1-0-0 -12 IT-1111--: 1 I 4-8-14 I 4-8-14 I 4-1-14 I 4210-14 I 0-0-12 Plate Offsets(X,V)— 17:0-5-8,0-3-01,f8:Edae,0-3-81,112:0-3-8,0-3-81 114:0-3-4,0-3-41,118:0-3-0,0-1-01 1 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) -0.14 9-10 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.80 Vert(TL) -0.23 9-10 >951 240 MT2OHS 187/143 BCLL 0.0 * Rep Stress Inc/ NO WB 0.88 Horz(TL) -0.00 19 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Wnd(LL) 0.10 10 >999 240 Weight:258 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-13 oc purlins, except BOT CHORD 2x6 SP No.2*Except* end verticals. 14-15,16-17:2x4 SP No.2,2-16:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3*Except* 6-0-0 oc bracing:14-15. 5-9,7-9:2x4 SP No.2,7-8:2x4 SPM 31 OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 14=2156/0-5-8,19=2889/0-3-8 Max Horz 14=59(LC 23) Max Uplift14=-880(LC 4),19=-1128(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-254/87,4-5=-5975/2509,5-20=-4598/1845,20-21=-4598/1845,21-22=-4598/1845, 6-22=-4598/1845,6-23=-4598/1845,23-24=-4598/1845,24-25=-4598/1845, 7-25=-4598/1845,8-18=-78/251,7-18=-78/251 BOT CHORD 3-14=-427/122,11-12=-1574/3769,10-11=-1574/3769,10-26=-2495/5950, 26-27=-2495/5950,27-28=-2495/5950,9-28=-2495/5950,9-29=-318/821,29-30=-318/821, 30-31=-318/821,8-31=-318/821 WEBS 12-14=-1559/3703,4-14=-3520/1499,4-12=-905/331,4-10=-1036/2514,5-10=-234/271, 5-9=-1528/735,6-9=-1187/429,7-9=-1713/4238 NOTES- (14) 1)Ply to ply nailing inadequate 2)2-ply truss to be connected together as follows: Top chords connected with 10d(0.131"x3")nails as follows:2x4-2 rows staggered at 0-2-0 oc. Bottom chords connected with 10d(0.131"x3")nails as follows:2x4-1 row at 0-9-0 oc,2x6-3 rows staggered at 0-2-0 oc. Web connected with Simpson WSNTL 0.132 x 3 screws as follows:2x4-1 row at 0-9-0 oc. 3)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 4)Unbalanced roof live loads have been considered for this design. 5)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope);cantilever left exposed;end vertical left exposed;porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10)Bearing at joint(s)19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 880 lb uplift at joint 14 and 1128 lb uplift at ContiAI5 d%n page 2 1 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual budding 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 ANSITTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 M Job Truss Truss Type Qty 'Ply T11800426 1105571 TF14 ROOF TRUSS 1 2 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:33 2017 Page 2 ID:4odighex2zQRMfjTdV7PjBysSrj-7w1 hw9lESCFffelGkaO5VdRIXgr?mWf4ZOXdLcJypaKm NOTES- (14) 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)133 lb down and 86 lb up at 11-9-1,133 lb down and 86 lb up at 13-1-1, 133 lb down and 86 lb up at 14-5-1,223 lb down and 127 lb up at 15-9-1,223 lb down and 127 lb up at 17-1-1,and 223 lb down and 127 lb up at 18-5-1,and 256 lb down and 128 lb up at 19-5-8 on top chord,and 1222 lb down and 608 lb up at 11-0-0,39 lb down and 9 lb up at 11-9-1,39 lb down and 9 lb up at 13-1-1,39 lb down and 9 lb up at 14-5-1,48 lb down and 8 lb up at 15-9-1,48 lb down and 8 lb up at 17-1-1,and 48 lb down and 8 lb up at 18-5-1,and 55 lb down and 6 lb up at 19-5-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 14)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-7=-107,14-15=-7,8-13=-7,16-17=-7 Concentrated Loads(Ib) Vert:10=-1222(F)7=-256(F)8=-50(F)20=-133(F)21=-133(F)22=-133(F)23=-223(F)24=-223(F)25=-223(F)26=-39(F)27=-39(F)28=-39(F)29=-48(F)30=-48(F) 31=-48(F) � t WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7173 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 budding component,not a truss system.Before use,the building designer must venfy 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/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 1 1 Job Truss' Truss Type Qty Ply 111800427 1105571 TF15 HALF HIP 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:34 2017 Page 1 ID:4odighex2zORMfjjTdV7PjBysSrj-c7b37VIsDVPWGvrx75ck9eHh 1 ENxF5ojFBNv8lypaKl I 1-6-4 7-0-0 I 12-4-0 I 15-10-12 20-0-12 1-6-4 5-5-12 5-4-0 3-6-12 4-2-0 Scale=1:35.7 0.25 12 3x4= 4x6 2x4 II 2x4 =4x12 = 2x4 II 5x8= 2x4 I I 5x12 = 1 2 3 4 5 6.M.111rill! Ili 7 e n Q " r 0 18 ` m N N N ® n14 y y II 16 15 12 11 10 9 8 2x4 H 2x4 I I 5x12 = 2x4 II 5x8= 2x6 2x4 II 1 1-0-0 II-6-4I 7-0-0 I 12-4-0 1 15-10-12 20-0-12 I 1-0-0 0-64 5-5-12 5-4-0 3-6-12 4-2-0 Plate Offsets(X,V)— f7:0-3-8,0-3-01,111:0-5-12,0-3-01 LOADING(psf) I SPACING- 1-4-01 CSI. DEFL. in (loc) 1/def1 Lid PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.12 10-11 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.61 Vert(TL) -0.20 10-11 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.92 Horz(TL) 0.01 18 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Wind(LL) 0.13 10-11 >999 240 Weight:109 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. 3-12,2-15:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-3-13 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 3-11 7-8:2x4 SP No.2 OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 13=1213/0-5-8,18=976/0-3-8 Max Horz 13=8(LC 8) Max Uplift13=-479(LC 8),18=-403(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-1863/1603,4-5=-1863/1609,5-6=-1437/1238,6-7=-1437/1238 BOT CHORD 3-13=-1230/853,10-11=-1752/2011,9-10=-1752/2011 WEBS 3-11=-1673/1923,4-11=-607/237,5-11=-362/154,5-9=-683/611,6-9=-445/177, 7-9=-1247/1445 NOTES- (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf 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. 6)Bearing at joint(s)18 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 479 lb uplift at joint 13 and 403 lb uplift at joint 18. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notes 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 to I. Job Truss Truss Type Qty Ply T11800428 1105571 TF16 HALF HIP 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:35 2017 Page 1 ID:4odighex2zQRMfjTdV7PjBysSrj-4J9SKrJU pXNt3P7ho7zisgrxejn_XOsTr6ShBypaKk 0-11-4 Q 6.4 I 7-8-0 I 13-8-0 I 20-0-12 0-11-4 7-0 6-1-12 6-0-0 6-4-12 Scale=1:35.7 0.2512 3x4= 4x6 = 2x4 II 2x4 =4x12 = 3x4 = 5x6 = 5x12= 2 3 4 5 6 Y "I.' a o 17 r; ol'z It7 —1 �i r N Y N • N • . 1311 —, m e lE 15 14 11 10 9 8 7 2x4 II 3x4 II 5x12 = 3x6= 4x12 = 3x4 II 2x4 II 1-0-0 I O--11:1 111atil6-0 7-8-0 I 160 0 I 20-0-1241 I 0-0-12 Plate Offsets(X,Y)— 16:0-3-8,0-3-0],110:0-3-8,0-2-81 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.14 8-10 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.63 Vert(TL) -0.23 8-10 >964 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.96 Horz(TL) 0.01 17 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Wind(LL) 0.15 8-10 >999 240 Weight:105 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 5-6:2x4 SP M 31 end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 3-11,2-14:2x4 SP No.3 6-0-0 oc bracing:12-13 WEBS 2x4 SP No.3*Except* 4-3-14 oc bracing:8-10. 6-7:2x4 SP M 31 WEBS 1 Row at midpt 3-10,6-8 OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 12=1213/0-5-8,17=976/0-3-8 Max Horz 12=9(LC 12) Max Uplift12=-479(LC 8),17=-403(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-2003/1719,4-5=-1885/1650,5-6=-1877/1652 BOT CHORD 3-12=-1285/860,9-10=-1727/1996,8-9=-1727/1996,7-8=-235/284 WEBS 3-10=-1748/2011,4-10=-625/235,5-8=-568/217,6-8=-1527/1717 NOTES- (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)17 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 479 lb uplift at joint 12 and 403 lb uplift at joint 17. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. t 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. N Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not111111 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 ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 7 1 Job Truss Truss Type Qty Ply 111800429 1105571 TF17 HALF HIP 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:36 2017 Page 1 ID:4odighex2zo RMfjTdV7 Pj BysSrj-YVjgYBK617gDVD_JFWeCE3N1 g22Tjz70iVs?DdypaKj 1-6-4 I 6-4-0 I 15-0-0 I 20-0-12 1-6-4 6-9-12 6-8-0 5-0-12 Scale=1:35.7 0.2512 3x4= 4x6 2x4 II 2x4 =4x12 = 3x4= 5x6= 5x12 = 2 3 4 5 6 1 �J A .M " - Hill e, . 17 N N �� • 15 14 11 10 9 8 7 2x4 I I 3x4 II 5x12 = 3x6 = 5x8= 2x6 II 2x4 I I - 1 1-0-0 1-6-41 8-4-0 I 15-0-0 20-0-12 I 1-0-0 0-6�-4 6-9-12 6-8-0 5-0-12 Plate Offsets(X,Y)— 16:0-3-8,0-3-01,110:0-3-8,0-2-81 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) -0.13 8-10 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.67 Vert(TL) -0.22 8-10 >988 240 BOLL 0.0 * Rep Stress Incr YES WB 0.99 Horz(TL) 0.02 17 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Wind(LL) 0.17 8-10 >999 240 Weight:105 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31*Except* TOP CHORD Structural wood sheathing directly applied or 3-9-7 oc purlins, except 5-6:2x4 SP No.2 end verticals. BOT CHORD 2x4 SP No.2"Except* BOT CHORD Rigid ceiling directly applied or 4-1-0 oc bracing. 3-11:2x4 SP No.3 WEBS 1 Row at midpt 3-10 WEBS 2x4 SP No.3*Except* 6-7:2x4 SP No.2 OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 12=1210/0-5-8,17=978/0-4-12 Max Horz 12=-52(LC 10) Max Uplift12=-477(LC 8),17=-404(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-2121/1822,4-5=-1624/1421,5-6=-1616/1424 BOT CHORD 3-12=-1358/891,9-10=-1831/2113,8-9=-1831/2113 WEBS 3-10=-1812/2079,4-10=-583/154,4-8=-524/429,5-8=-546/215,6-8=-1409/1582 NOTES- (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf 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. 6)Bearing at joint(s)17 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 477 lb uplift at joint 12 and 404 lb uplift at joint 17. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 4 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. VIII 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/7PII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 • Job Truss Truss Type Qty Ply T11800430 1105571 TF18 HALF HIP 1 1 • Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:37 2017 Page 1 ID:4odighex2zQRMf)TdV7Pj BysSrj-OiHCIXLIWQo47MZWpD9RnHvFwSOFSVy9x9bZ14ypaKi x11 4 11.641 8-11-2 I 16-4-0 20-412 0-11-4 0-7-0 7-4-14 7-4-14 3-8-12 Scale=1:36.4 0.25 12 4x6= 3x4= 5x8 = 5x12 = 2x44x8 2x4=5x6= 3x4 = = 2 3 4 55 6 7 1 A w IT � \\ Oj 18 kir p14 4W, II nim 16 15 1211 10 9 2x4 I I 3x411 3x6 = 5x6 = 5x8= 2x4 I I 2x4 II 1-0-0 0-11-4 -6-4 8-11-2 16.4-0 I 20-0-12 0-11-4 -4 7-4-14 7 -14 3-8-12 0-0-12 Plate Offsets(X,Y)— 15:0-4-0,Edael.17:0-38,0-3-01 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) -0.13 9-10 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.70 Vert(TL) -0.23 9-10 >962 240 BCLL 0.0 * Rep Stress Incr YES WB 0.70 Horz(TL) 0.02 18 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Wind(LL) 0.19 9-10 >999 240 Weight:106 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31*Except* TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, except 6-7:2x4 SP No.2 end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 3-10-13 oc bracing. 3-12,2-15:2x4 SP No.3 WEBS 1 Row at midpt 3-10,4-9 WEBS 2x4 SP No.3`Except* 3-10,7-8:2x4 SP No.2 OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 13=1210/0-5-8,18=978/0-4-12 Max Horz 13=-52(LC 10) Max Uplift13=-477(LC 8),18=-404(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-2222/1905,4-5=-1335/1179,5-6=-1326/1179,6-7=-1360/1196 BOT CHORD 3-13=-1405/898,9-10=-1915/2214 WEBS 3-10=-1867/2142,4-10=-551/155,4-9=-930/767,6-9=-561/229,7-9=-1299/1464 NOTES- (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf 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. 6)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should venfy capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 477 lb uplift at joint 13 and 404 lb uplift at joint 18. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. t r A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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/7PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 • ii Job Truss Truss Type Qty Ply T11800431 1105571 TF19 HALF HIP 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:37 2017 Page 1 I D:4odiq hex2zQ RMfjTdWPj BysSrj-0i H CIX LI WQo47 MZ Wp D9 Rn Hv95SP HSRn9x9bZ14ypaKi 1 0-11-4 11-6-41 7-0-9 I 12-3-7 I 17-8-0 1 20-0-12 I 0-11-4 0-7-0 5.6.5 5-2-13 5-4-9 2-4-12 Scale=1:36.4 0.25 12 4x6 = 3x4= 3x6= 2x4 II 3x8= 4x6= 5x12 = 2x4 112x4=3x10 = 5 6 7 8 1 2 3 4 A era Y r` y .e� /1_,,r 2D\ IR j t6 ' • ® e II Ei I + I ° H 18 17 14 13 1211 10 9 2x4 I I 2x4 Il 5x12 = 2x4 I I3x6= 5x8= 2x6 II 2x4 II 1-0-0 1 affil 1Q41 7-0-9 I 12-3-711 I 15-49 I 2-4-g I 0-0-12 Plate Offsets(X,V)- f8:0-3-8,0-3-01 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 1.00 Vert(LL) -0.12 12-13 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.63 Vert(TL) -0.20 12-13 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.90 Horz(TL) 0.02 20 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Wind(LL) 0.13 12-13 >999 240 Weight 110 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. 3-14,2-17:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-2-14 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-13 OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 15=1213/0-5-8,20=976/0-3-8 Max Horz 15=-51(LC 10) Max Uplift15=-478(LC 8),20=-403(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-1849/1596,4-5=-1838/1596,5-6=-1849/1601,6-7=-894/783,7-8=-887/785 BOT CHORD 3-15=-1261/867,12-13=-1797/2086,11-12=-1797/2086,10-11=-1797/2086 WEBS 7-10=-449/201,8-10=-1064/1190,3-13=-1659/1892,5-13=-549/216,6-13=-265/209, 6-12=-286/106,6-10=-1303/1101 NOTES- (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf 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. 6)Bearing at joint(s)20 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 478 lb uplift at joint 15 and 403 lb uplift at joint 20. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 4 ► A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 w 1. Job Truss Truss Type Qty Ply 711800432 1105571 TF20 HALF HIP 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:38 2017 Page 1 ID:4adighex2zQRMt)TdV7PjBy5Srj-UuraztLNHkwxkW8iMxhgKUSK?sIPBuZIApL6H WypaKh 1 1-6-4 i 7-6-8 133-4 4 I 19-0-0 1204312 1 1-6-4 6-0-4 5-8-12 5-8-12 1-0-12 Scale=1:36.8 0.25 ITT 3x4 = 2x4 II 4x6 2x4 2x4 —4x12= 3x6 3x4= 5x14 MT2OHS= 6 1 2 3 4 5 jgI + I p • y 01= 18� IR F!, 14C' '9-21:4°!-- d • -vl 16 15 12 1110 0 2x4 II 3x4 II 5x14 MT2OHS = 3x6= 4x8 = 354 II 2x4 II 1 1-0-0 1-6-4i 7-6-8 13-3-4 I 19-0-0 120-0-12 1 1-0-0 0l4 6-0-4 5-8-12 5-8-12 1-0-12 Plate Offsets(X,Y)— [7:0-5-8,0-3-01,[9:0-3-8,0-2-01 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.99Vert(LL) -0.15 9-11 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.64 Vert(TL) -0.24 9-11 >908 240 MT2OHS 187/143 BCLL 0.0 * Rep Stress lncr YES WB 0.93 Horz(TL) 0.02 18 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Wind(LL) 0.14 9-11 >999 240 Weight:106 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2`Except* BOT CHORD Rigid ceiling directly applied or 4-4-6 oc bracing. 3-12,2-15:2x4 SP No.3 WEBS 1 Row at midpt 3-11,7-9 WEBS 2x4 SP No.3*Except* 7-8:2x4 SP No.2 OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 13=1213/0-5-8,18=976/0-3-8 Max Horz 13=52(LC 9) Max Upliftl3=-478(LC 8),18=-403(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-1951/1681,4-5=-1950/1686,5-6=-1949/1687,6-7=-2012/1730 BOT CHORD 3-13=-1306/874,10-11=-1733/2004,9-10=-1733/2004,8-9=-230/272 WEBS 3-11=-1714/1953,4-11=-594/234,6-9=-660/266,7-9=-1616/1862 NOTES- (9) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf 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. 6)Bearing at joint(s)18 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 478 lb uplift at joint 13 and 403 lb uplift at joint 18. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. I f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,05B-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 a Job Truss Truss Type Qty Ply T11800433 1105571 TF21 MONOPITCH 9 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:39 2017 Page 1 I D:4odighex2zQ RMfjTdV7PjBysSrj-y4PyADM?222oMgjuweCvsi?WMF5gwLISOT4ggyypaKg 10-11 4 II1 6 41 7-7-12 I 13-5-12 20-0-12 0-11-4 0-7-0 6-1-8 5-10-0 6-7-0 Scale=1:36.8 0.25 12 4x6= 3x4 = 2x4 H2x4=4x12= 2x4 11 3x6 = 3x4= 5x14 MT2OHS= 1 2 3 4 5 6 7 Y ka. ..s=1 I o I 18 14 1: II b I - 16 15 12 11 10 9 8 2x4 II 3x4 II 4x12 = 3x8-_ 4x8= 3x4 II 2x4 II 1-0-�0�6.4 el11.1 10 6 41 Gia 13-5-127 20-0-120 0-0-12 Plate Offsets(X,Y)- 17:0-5-8,0-3-01,[9:0-3-8,0-2-01.[11:0-5-4.0-2-01 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) -0.14 9-11 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.63 Vert(TL) -0.24 9-11 >919 240 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.93 Horz(TL) 0.01 18 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) tMnd(LL) 0.15 9-11 >999 240 Weight:106 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. 3-12.2-15:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-4-12 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 3-11,7-9 7-8:2x4 SP No.2 OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 13=1210/0-5-8,18=978/0-4-12 Max Horz 13=52(LC 9) Max Upliftl3=-477(LC 8),18=-405(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-1966/1694,4-5=-1966/1700,5-6=-1954/1700,6-7=-1964/1689 BOT CHORD 3-13=-1310/873,10-11=-1691/1956,9-10=-1691/1956 WEBS 3-11=-1722/1961,4-11=-612/241,6-9=-674/283,7-9=-1604/1849 NOTES- (9) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)18 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 477 lb uplift at joint 13 and 405 lb uplift at joint 18. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 1 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mll;� e k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 s Job Truss Truss Type Qty Ply 111800434 1105571 TF22 MONOPITCH 14 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:40 2017 Page 1 ID:4odighex2zORMfjTdV7Pj BysSrj-QHzLOZNdpLAf_g15UMj8PvXi?fNUfpLbd6gDMPypaKf 1-6-4 9-11-41 1 7-7-12 I 13-5-12 I 19-7-4 29-2-1 26-11-10 I 34-0-8 I b-11-4 6-1-8 5-10-0 6-1-8 d-7-d 6-9-6 7-0-14 0.7-0 Scale=1:59.5 3x4 = 0.25 rii- 3x10= 2x4 = 3x8 = 3x6 = 2x4 I 3x6 =3x10 = 5x6= 3x8= 2x4 II 2x4 II 10 11 1 2 3 4 5 6 7 8 9 El .:11111. II. _ Y �i� N -� k � IQ '•16 25 24 21 2019 18 17 14 13 12 2x4 II 2x4 I I 5x12= 3008= 2x4 II 2x4 = 4x12= 2x4 II 4x6 II 603= 2x4 11 2x4 11 3x6= 1-6-4 1-0-0 20-2-4 9911-4111 7-7-12 I 13-5-12 I 19-7-4zp 1-8 26-11-10 I 34-04 I 11-4 6-1-8 5-10-0 6-1-8 d-6-� 6-9-6 7-0-14 0-0-12 0-0-12 0-64 Plate Offsets(X,V)— [1 1:0-3-8.0-1-81 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.12 18-20 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.79 Vert(TL) -0.19 18-20 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.85 Horz(TL) 0.01 15 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Wind(LL) 0.11 18-20 >999 240 Weight:179 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31*Except* TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins, except 5-9:2x4 SP No.2 end verticals. BOT CHORD 2x4 SP No.2*Except' BOT CHORD Rigid ceiling directly applied or 4-11-14 oc bracing. 3-21,2-24:2x4 SP No.3 WEBS 1 Row at midpt 3-20,6-17 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 12=639/Mechanical,22=1143/0-5-8,15=2044/0-5-8 Max Horz 22=58(LC 9) Max Uplift12=-132(LC 12),22=-454(LC 8),15=-655(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-1790/1361,4-5=-1789/1367,5-6=-1778/1367,7-8=-467/720,8-9=-848/193, 9-10=-834/194,10-11=-849/201,11-12=-613/199 BOT CHORD 3-22=-1246/757,19-20=-1272/1595,18-19=-1272/1595,17-18=-1272/1595, 16-17=-636/715,7-16=-507/506,15-16=-321/156,8-15=-944/400,13-14=-584/386 WEBS 8-13=-629/1520,10-13=-791/323,11-13=-195/832,7-15=-951/708,3-20=-1387/1779, 4-20=-627/250,6-18=-255/123,6-17=-1917/1441 NOTES- (8) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;Enc.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 132 lb uplift at joint 12,454 lb uplift at joint 22 and 655 lb uplift at joint 15. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 4 f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. • Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MI 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 ANSITTPI1 Quality Criteria,DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 s r Job Truss Truss Type Qty Ply T11800435 1105571 TF23 MONOPITCH 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:41 2017 Page 1 ID:4odighex2zQ RMffTdV7PjBysSrj-uTW)buOFafl Wb_tH23ENx74rB3hCOG9IsmZmurypaKe 1 1-6-4 7-7-12 13-5-12 19-7-4 2Q-2 26-11-10 34-0-8 1 1-6-1 8.1-8 5-10-0 8-1-8 7 6-9-6 7-0-14 Scale=1:59.4 0.2512 3x4 II = 3x8 = 4x6 II 3x6 =4x12 = 2x4 I 3x6 =3x10 = 5x8= 9 10 6 7 8 2 3 4 MI ___ 44 1.'2 22 21 15 T4 2x4 II 20 1918 17 16 13 12 11 3x6=2x4 1 I3x6 = 2x4 II 2x4= 2x4 1 I 3x6 = 3x10 = 5x14 MT2OHS = 3x6 = 3x6 = 1-6-4 20-2-4 111--11 1 I sia I 5-10-0 I �t�a 2 61918 p 1 34-0-6 7-0-14 I 0-4-4 0-0-12 Plate Offsets(X,Y)— (10:Edge,0-3-81 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) -0.11 17-19 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.95 Vert(TL) -0.18 17-19 >999 240 MT2OHS 187/143 BOLL 0.0 ' Rep Stress Incr YES WB 0.88 Horz(TL) -0.01 14 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Wind(LL) 0.05 17-19 >999 240 Weight:176 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 4-8:2x4 SP No.2 end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 2-20:2x4 SP No.3 WEBS 1 Row at midpt 9-13,5-16 WEBS 2x4 SP No.3 REACTIONS. All bearings 1-5-8 except(jt=length)11=Mechanical,14=0-5-8. (Ib)- Max Horz 22=33(LC 9) Max Uplift All uplift 100 lb or less at joint(s)except 22=-295(LC 1),11=-132(LC 8),21=-346(LC 8),14=-428(LC 12) Max Gray All reactions 250 lb or less at joint(s)22 except 11=636(LC 1),21=1460(LC 1),21=1460(LC 1), 14=2025(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-22=-131/273,1-2=-168/369,2-3=-1643/532,3-4=-1642/537,4-5=-1631/538, 6-7=-280/734,7-8=-229/595,8-9=-228/608,10-11=-322/131 BOT CHORD 2-21=-1222/458,18-19=-518/1515,17-18=-518/1515,16-17=-518/1515,15-16=-224/694, 6-15=-150/489,14-15=-355/133,13-14=-187/582,7-14=-408/162,12-13=-285/832, 11-12=-285/832 WEBS 1-21=-369/190,9-13=-1539/540,9-11=-818/280,2-19=-638/1839,3-19=-614/253, 5-16=-1859/646,6-14=-906/319 NOTES- (9) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 295 lb uplift at joint 22,132 lb uplift at joint 11,346 lb uplift at joint 21 and 428 lb uplift at joint 14. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. I 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 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,not111111 , 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 .2. Job Truss Truss Type Qty Py 111800436 1105571 TF24 MONOPITCH 4 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.840 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:4142 2017 Page 1 ID:4odghex2zQRMfjTdV7PjBysSrj-Nf45pEOtLzQND8STbmIcUKd2dT1 B7mUu4QJKQHypaKd I 6-7-9 I 12-11-11 19-7-4 247-2 26-11-10 I 34-0-8 I 6-7-9 6-4-1 6-7-9 d-7- 6-9-6 7-0-14 Scale=1:59.4 0.25 12 3x6 = 2x4 3 3x6= 3x8 = 4x6 I I 3x10= 5x12 = 4x6 II 4 5 6 7 8 9 il 2 3 ; '.-101111111.1.11.1.11.111111111.11111.11.1111.-V EM g-- --• lrp 19 18 17 16 15 12 11 10 d 6x8= 2x4 I I3x6— 5x12 = 2x4 II 2x4 II 3x4 = 10x16 MT2OHS= 3x8= 20-2-4 I 6-7-9 I 12-11-71 I 19-7-4 2o-1� 26-11-10 I 34-0-8 6-7-9 84-1 6-7-9 d-B-4 6-9-6 7 14 0-0-12 Plate Offsets(X,Y)— f9:Edge,0-3-81,114:0-6-0,0-3-81 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft lid PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) -0.16 16-18 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.91 Vert(TL) -0.26 16-18 >934 240 MT2OHS 187/143 BCLL 0.0 * Rep Stress lncr YES WB 0.68 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Wind(LL) 0.15 16-18 >999 240 Weight:177 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 5-5-2 oc purlins, except BOT CHORD 2x4 SP No.2`Except* end verticals. 5-15:2x4 SP No.3,6-12:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-1-13 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 8-12,2-19,5-16 5-16:2x4 SP No.2 REACTIONS. (Ib/size) 19=1025/Mechanical,10=578/Mechanical,13=2222/0-5-8 Max Horz 19=70(LC 9) Max Upliftl9=-428(LC 8),10=-119(LC 12),13=-722(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-19=-314/136,2-3=-1808/1433,3-4=-1795/1433,4-5=-1807/1439,5-6=-753/1169, 6-7=-587/859,7-8=-586/872,9-10=-324/132 BOT CHORD 18-19=-1714/2124,17-18=-1714/2124,16-17=-1714/2124,15-16=-388/162, 13-14=-542/300,12-13=-257/633,6-13=-266/123,11-12=-135/672,10-11=-135/672 WEBS 8-12=-1653/725,8-10=-646/130,2-19=-2135/1633,2-18=-271/130,2-16=-342/232, 4-16=-665/268,5-16=-1770/2338,5-13=-1400/977 NOTES- (9) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf 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. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 428 lb uplift at joint 19,119 lb uplift at joint 10 and 722 lb uplift at joint 13. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 1 f WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notes 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 Mel( 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 ANSVTPIl Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty 711800437 1105571 TF25 ROOF SPECIAL GIRDER 1 •b Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41:43 2017 Page 1 I D:4odighex2zQ RMfjTdV7PjBysSrj-rseT0aPV6GYErH 1 f9UGr1 Y9BItVjs9C 1 J42tzjypaKc 4-10-3 9-4-13 I 14-8-8 4-10-3 4-6-11 5-3-11 Scale=1:25.6 0.25 112 2x6 11 4x6= 3x4= 8x12 = 1 2 3 4 4x6 = o e 9I •O M N " Ioe 11 12 7 6x8= 13 14 6 7x6= 15 16 17 8 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 5x6— 6x8 •= HTU26 4-10-3 9-4-13 14-8-8 1 4-10-3 4-6-11 5-3-11 Plate Offsets(X,Y)— F4:0-3-8,Edgel,16:0-3-8,0-4-81,17:0-3-8,0-4-41.18:Edpe,0-4-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft Ud PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.95 Vert(LL) 0.14 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.44 Vert(TL) -0.19 6-7 >917 240 BCLL 0.0 * Rep Stress Incr NO WB 0.90 Horz(TL) 0.02 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:188 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins, except BOT CHORD 2x6 SP M 26 end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 9-8-12 oc bracing. 4-5,4-6:2x4 SP No.2 WEBS 1 Row at midpt 2-8 OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 8=4288/0-4-12,10=4759/0-3-8 Max Horz 8=-15(LC 20) Max Uplift8=-2976(LC 5),10=-3174(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-309/101,2-3=-6046/4249,3-4=-6956/4908,5-9=-884/1386,4-9=-884/1386 BOT CHORD 8-11=-4241/6038,11-12=-4241/6038,7-12=-4241/6038,7-13=-4903/6948, 13-14=-4903/6948,6-14=-4903/6948,6-15=-810/1230,15-16=-810/1230, 16-17=-810/1230,5-17=-810/1230 WEBS 2-8=-6730/4756,2-7=-2177/2680,3-7=-1035/754,3-6=-708/317,4-6=-4589/6410 NOTES- (13) 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-8-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf,BCDL=3.0psf;h=25ft;Cat.11;Exp D;End.,GCpi=0.18; MWFRS(envelope);Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2976 lb uplift at joint 8 and 3174 lb uplift at joint 10. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)Use Simpson Strong-Tie HTU26(20-10d Girder,14-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 1-8-8 from the left end to 12-2-6 to connect truss(es)to back face of bottom chord. 11)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 13-6-6 from the left end to connect truss(es)to back face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. Continued on page 2 t 1 __ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 111 Job Truss Truss Type Qty Ply 711800437 1105571 TF25 ROOF SPECIAL GIRDER 2 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc.Wed Aug 09 13:41:43 2017 Page 2 I D:4odighex2zQRMfjTdV7PjBysSrj-rseT0aPV6GYErH1 f9UGr1 Y9BItVjs9C1 J421zjypaKc 13)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-4=-140,5-8=-10 Concentrated Loads(Ib) Vert:6=-900(B)11=-900(B)12=-900(B)13=-900(B)14=-900(B)15=-900(B)16=900(B)17=-654(B) AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev.10/03/1015 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 fabncation,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 fI— Y Job Truss Truss Type Qty Ply T11800438 1105571 TF26 MONOPITCH 12 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Aug 09 13:41,44 2017 Page 1 I D:4odighex2zQRMfjTdV7Pj BysSrj-J2CrDwQ8tag5SRcsjBo4ZIiMfGo5bpZBYkoQ VAypaKb 3-1-4 3-8-4 9-10-0 3-1-4 0-7-0 6-1-12 0.25 112 Scale=1:20.6 3x4 H 2x4 I I 2x6 II 2 3 3x8 = 4 5 kV • 1 I 14° 2x4= 13 12 8 7 2x6 II 3x4 I I 3x4 3x4 = 3x6=6 3-1-4 3- 03-6-4 9-10-0 3-1-4 011023-8-4 12 6-1-12 0-6-4 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.91 Vert(LL) 0.11 7-8 >690 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.62 Vert(TL) -0.06 7-8 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 1 Code FBC2014/TPI2007 (Matrix-M) Weight:52 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. 2-12,3-8:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=262/Mechanical,10=815/0-5-8 Max Horz 10=57(LC 9) Max Uplift7=-106(LC 8),10=-319(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 10-11=-118/257,3-9=-519/227 NOTES- (8) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 106 lb uplift at joint 7 and 319 lb uplift at joint 10. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 1 � A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property s/ " Center plate on joint unless x,y p y 4 offsets are indicated. I (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. iilik 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. �'�1fi, 2. Truss bracing must be designed by an engineer.For Iiiiiiirilit wide truss spacing,individual lateral braces themselves CI may require bracing,or alternative Tor I IMITIp bracing should be considered. IM ■_ O 3. Never exceed the design loading shown and never O ted stack materials on inadequately braced trusses. p 4. Provide copies of this truss design to the building C7-8 C6-7 C5-6 For 4 x 2 orientation, locate designer,erection supervisor,property owner and plates 0 'i,A' from outside BOTTOM CHORDS all other interested parties. 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. 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 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for 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-1 311,ESR-1352, ESR1988 responsibility of truss fabricator.General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1 397, 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 section 6.3 These truss designs relyon lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING g or less,if no ceiling is installed,unless otherwise noted. established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. ■=0 reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. �� ai 18.Use of green or treated lumber may pose unacceptable rozz..1 environmental,health or performance risks.Consult with Industry Standards: ANSIlTPI1: National Design Specification for MetalMill project engineer before use. 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. and pictures)before use.Reviewing pictures alone is not sufficient. BCSI: Building Component Safety Information, I\/1 ITe kR 20.Design assumes manufacture in accordance with * Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 1