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HomeMy WebLinkAboutTrussARROW ON THE TRUSS REPRESENTS ITS, LEFT END. 41 TOE -NAIL CONNECTION! FROM JACKSTRUSSS PER -MITEK CONNEeTIOW, DETAtL- - .JJP.A ; Builders FiksfSource 1602 INDUSTRM PARK DR PLANT CITY FL, Phone, (813) 7595922 Fax: (&13) 752-1532 httpJ1www.bIdr.com, YGeneral. Notes: Per AUSIfTPI 1-2007 all " Truss. to Wall" "connections are:the.responsibility of the Building Designer, not.the Truss -Manufacturer. - -Dimensions are Feet -Inches- Sixteenths..- ;,,Trdkses are to;.be 2*,, P.c.. unless noted -TrdliLar' 66.t designed to-s6port brirk,IJ;(J.0. Do notcut.;i'Wodify.trusses without firie, contaL ihqlBuda6s_Rr*§ource. Immediatelj64ki: Builders FirstSource if trus ses�ire ikged connecCign. Nbtes:' .s.Alt,harigers!Lry to be Simpson or equivalent. U.N.O: Use 149604tuier's spacmications1or a ll!hdngpr connecticiiis-11,'N.b. Use 11r mail§'ii; - hang­ l()dr�f !�r connections to ,qingle, ply roof girder, trusses. Ft_ ciof.Tru!fs;NbteS._-- shift truss as'recquired toavoidplumbing traps. R"Ii6&tC9ntractbr and/& Feld Supervisor m6n inKg;'4r. atibns,1,afid_ tj n orh nsioh, Notes:—, -.-- -'Dr5e3 n§7i�ot'•to`scale`-'136•661: sole dimensions IV, ENGBUILDING _­,.:LOSED�'I .(GONM D(PO'SUR8�C' TO PSF-. 'Vi aoncurrentor D1�5; -T URAIM, .2 ions gr-' ea er than - '000; lbi- ulilfft', I �M re e IN an, 1000; lbs�. Z oil tru ai effient .page'' Wide Jurney Homes G� p Z Elevation B Lot Swing Left 1: Designed By: CG Layout: 1615_B-GL-LAY Date:*06/06/19 Revision History: Rev 1: Rev2: Rev 3: 1 of 1 M y MULHERNKULP RESIDENTIAL STRUCTURAL ENGINEERING 300 Brookside Avenue, Building 4, Ambler, PA 19002 ► p 215-646-8001 ► mulhernkulp.com September 24, 2020 Chad Bally CENTURY COMPLETE 4253 Long Leaf Dr Melbourne FI 32940 Florida Division 1650 Model — Elevation B — Up to 160 MPH Exp. C BFS ROOFTRUSS SHOP DRAWING REVIEW M+K Project #: 195-19004 (23) Reference Roof Truss Shop Drawings prepared by guilders firstSource, Inc, dated- July 24, 2019 Mr. Bally: Pursuant to your request, we have reviewed the above referenced engineered roof truss shop drawings for the above referenced model and elevation. The scope of our review was to verify conformance with the structural design prepared by our office and to certify that the design loads used for their design meet or exceed the Code required criteria. Our review did not include dimensional checks, truss profiles or truss quantities. Our review found the engineered roof truss shop drawings meet or exceed the structural framing plan specifications and are in general conformance with the contract documents and are approved. Please feel free to call if you have any questions. Respectfully, MULHERN & KULP STRUCTURAL ENGINEERING, INC. 45 SEP 2 4 2U20 B No /7-- 4 � p James G Friling, P.E. Principal/Director of Operations °o v TE o ,fit o <,�S( a4em P.•1 Client Files1195 - Wade Jumey Homes12019119004 - Lakewood Park CommunityV004 Penny Lane - 1650 B &15ubthdtals0 09-24 - 1650 Model- Elev. 8 - FL RT Shop Drawing Letter.docx err, 8 8 6 0,2 ® Lumber design values are in accordance with ANSI/TPI 1- section 6.3 These truss designs rely on lumber values established by others. MiTek® MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Wade Jurnev Homes Project Name: 1650 B Model: 1650 Tampa, FL 33610-4115 Lot/Block: Subdivision: Lakewood Park Address: 7004 Penny Lane City: St Lucie State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 24 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, T17268585 Al 6/6/19 23 T17268607 HJ2 6/6/19 2 T17268586 CA 6/6/19 24 T17268608 HJ3 6/6/19 3 T17268587 CJ3 6/6/19 4 T17268588 CJ5 6/6/19 5 T17268589 EJ2 6/6/19 6 T17268590 EJ4 6/6/19 7 T17268591 EJ6 6/6/19 8 T17268592 ER 6/6/19 9 T17268593 GE1 6/6/19 10 T17268594 GR1 6/6/19 11 T17268595 GR2 6/6/19 12 T17268596 GR3 6/6/19 13 T17268597 1-11 6/6/19 14 T17268598 H2 6/6/19 15 T17268599 H3 6/6/19 16 T17268600 H4 6/6/19 17 • T17268601 H5 6/6/19 18 T17268602 H6 6/6/19 19 T17268603 H7 6/6/19 20 T17268604 H8 6/6/19 21 T17268605 H9 6/6/19 22 T17268606 HA 6/6/19 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name:' Velez, Joaquin My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/rPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given.to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. t%Jrn n 11111 `1�.OppIUIN ,��` , .•'� r, ESN 182 • = yt = ,�:•• /STATE OF :�4/ % Joaquin Velez PE No.66182 MITek USA, Inc. Fl. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 Velez, Joaquin 1 of 1 1!, Job Truss Truss Type City Ply ]Job T17268585 1650 A Al Common 12 1 Reference (optional) tiuncers rest Jource, Fiant taty, rL - 3Zbbt), ts.z4u s may iS zui9 MI I eK Inoustfles, Inc. I nu dun b IZ:14:Z4 ZU19 rage i 4.00 12 7 6-1-7 6-1-7 6-1 5x6 = 6 Scale = 1:68.4 1 IT 0 ST1.5x8 STP = 1 e - 14 " 11 ST1.5xB STP = 3x8 = 3x4 = 4x6 = 3x8 — 46 = 3x4 = 3x8 = 9-11-14 9-2-2 9-2-2 9-11-14 Plate Offsets (X,Y)— [2:0-0-2,Edge), [10:0-0-2,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.32 14 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.60 12-14 >753 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.17 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 178 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 4-5-1 oc bracing. 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1466/0-8-0, 10=1466/0-8-0 Max Horz 2=122(LC 12) . Max Uplift 2=-680(LC 8), 10=-680(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3506/2132, 3-5=-3200/1941, 5-6=-2240/1487, 6-7=-2240/1487, 7-9=-3200/1941, 9-10=-3506/2132 BOT CHORD 2-16=-1899/3267,14-16=-1519/2700,12-14=-153512700,10-12=-1915/3267 WEBS 6-14=-604/1076,7-14=790/589,7-12=-189/553,9-12=-360/360,5-14=-790/589, 5-16=-1891553,3-16=-360/360 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 19-2-0, Exterior(2) 19-2-0 to 23-2-0. Interior(1) 23-2-0 to 39-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it --lb) 2=680, 10=680. ,1111111111//II V E<F,�� No 68182 ST- OF :O•• •<U. INA' �. nl Joaquln Velez PE No.68182 MITek USA,.Inc..FL Cart 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: WARNING - Verity, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03,2015 BEFORE USE. Design valid for use only with 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 ANSIITP11 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 June 6,2019 Job Truss Truss Type Qty Ply T17268586 1650 A CA Comer Jack 10 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:25 2019 Page 1 I D:InOSx D I?zEJa_tKrck6s3Nz9J rs-wo NA24n VklMA3iJ41H 6Lel bO—spZoYdtRQ4 E4Yz9?q C -1-0-0 1-0-0 1-0-0 1-0-0 Scale= 1:6.1 ST1.5x8 STP = Plate Offsets (X,Y)— [2:0-2-14,0-0-101 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hcrz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-M oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-3/Mechanical, 2=120/0-3-0, 4=10/Mechanical Max Horz 2=40(LC 8) Max Uplift 3=-5(LC 13), 2=-135(LC 8), 4=-13(LC 8) Max Grav 3=16(LC 8), 2=120(LC 1), 4=19(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; parch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) ��11111111 2=135. OPQUIN I� ••GENSF'? .`4% No 68182 r ry. r • �i Z �: S OF • 4 M- n Joaquin Velez PE No.68182 MITek USA, Inc. FL con 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ,& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE.�� Design valid for use only with MTek® connectors. This design is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall g� A building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T17268587 1650 A CJ3 CORNER JACK 10 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566. 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:25 2019 Page 1 ID:InOSxDI?zEJa_lKrck6s3Nz9Jrs-woNA24nVktMA3iJ41H6Lelb?Lsn WoYdtRQ4E4Yz9?qC 1-0-0 3-0-0 1-0-0 3-0-0 ST1.5x8 STP = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 2-0 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.01 24 >999 180 BCLL 0.0 Rep Stress Incr , YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=64/Mechanical, 2=177/0-3-0, 4=28/Mechanical Max Horz 2=72(LC 8) Max Uplift 3=-59(LC 12), 2=-176(LC 8), 4=-39(LC 8) Max Grav 3=64(LC 1). 2=177(LC 1). 4=56(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:9.4 PLATES GRIP MT20 2441190 Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; 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 exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3." tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=176. ,``III11111//II�� N CLU I N I G�E N No 68182 S OF 41/A. ss'p N Al- 11 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 A wARNING-Vorify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/032015 BEFORE USE. ' Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing " p 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Ply �Qty T17268588 1650 A CJ5 Comer Jack 6 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:26 2019 Page 1 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-O_xYGQo7VBUOhstGs?daBy841G49X?tlg4pnc_z9?qB 5-0-0 5-0-0 Scale = 1:13.3 3x4 = ST1.5x8 STP = 5-0-0 5-0-0 Plate Offsets (X Y)— [2:0-0 6 Edge] LOADING (psf) SPACING- 2-M CS]. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.48 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a Tire BCDL 10.0 Cade FBC2017ITP12014 Matrix-P Weight: 17 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/Mechanical Max Horz. 2=105(LC 8) Max Uplift 3=-103(LC 12). 2=-165(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1). 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-", Interior(1) 3-0-0 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 1%111111 f 1111 ��I' 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) ,��� U'IN V , ��F I� 3=103, 2=165. %%% OPQ No 68182 ' 411 % liltE �.G s 1/111111,O / Joaquin Velez PE No.68162 MITek USA. Inc. FL Cert 6634 Parke 69D4 East Blvd. Tampa FL 33610 Date: June 6,2019 ,A WARNING - Verify design paramefors and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must vedfy the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is 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 ANSIfriall 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 T17268589 1650_A EJ2 Jack -Open 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:26 2019 Page 1 ID:InOSxDI?zEJa_lKrck6s3Nz9Jrs-O_xYGQo7VBUOhstGs?daBy86tG5yX?tlg4pnc_z9?qB 2-6-8 2-6-8 4.00 12 2x4 " ST1.5xB STP = 30 11 LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 TCDL 7.0 Lumber DOL 1.25 BC 0.21 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix-R DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.01 3-4 >999 240 MT20 244/190 Vert(CT) 0.01 3-4 >999 180 Horz(CT) -0.03 2 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 4=86/0-8-0, 2=60/Mechanical, 3=26/Mechanical Max Horz 4=73(LC 9) Max Uplift 4=-20(LC 8), 2=-59(LC 12), 3=-13(LC 9) Max Grav 4=86(LC 1). 2=60(LC 1), 3=45(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale= 1:15.6 Weight: 10 Ito FT = 20% Structural wood sheathing directly applied or 2-6-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (1-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-M tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 3. ,11111f1111fII�I %%�OPQUIN VF<%<cc,�i �•.��GENg�. • No 68182 1.0 • ;* �O:• OF •:�4'I" W�oo ' le% 11111111110 Joaquin Velez PE No.68182 MiTek USA, Inc..FL Cert 6634 Wit Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ®WARNING - Verify design paramotors and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rov. 10/03/2015 BEFORE USE. MiT Design valid for use only with ek® 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 ANS11rPl1 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 T17268590 1650_A EJ4 Jack -Open 6 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:27 2019 Page 1 1 D:I nOSxDt?zEJa_tKrck6s3 Nz9Jrs-sAUwTm pmG VctJOSTQi8pjAg 18gQh GS 7AvkZK8 Rz9?qA -1-0-0 4-0-0 -0-0 1 4-0-0 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.04 2.4 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) 0.04 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/siie) 3=94/Mechanical, 2=211/0-3-0, 4=38/Mechanical Max Horz 2=88(LC 8) Max Uplift 3=-84(LC 12), 2=-204(LC 8), 4=-53(LC 8) Max Grav 3=94(LC 1). 2=211(LC 1), 4=76(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:11.1 N A PLATES GRIP MT20 2441190 Weight: 14 Ito FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 3-11.4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=204. ,`,1►Iflll/1���I ..%.. PQ,UIN % ,� � ........ No 681$2 *: �'. S OF :�4U � 1 0 N AV 1';��%%% nl Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cert 6634 6904 Palace East Blvd. Tampa FL 33610 Date:, June 6,2019 ,& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rov. 1010312015 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS17TP11 quality Criteria, DSB-a9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T17268591 1650 A, EJ6 Jack -Open 7 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, -1-0-0 3x4 = ST1.5x8 STP = 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:28 2019 Page 1 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-LN2lg6pO1 okkwAlf_Qf2GNDJg4j5?vNJ70lugtz9?q9 Scale: 3/4'=l' LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.09 2-4 >862 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.17 2-4 >431 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 22 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=158/Mechanical, 2=307/0-8-0, 4=6 1 /Mechanical Max Horz 2=130(LC 8) Max Uplift 3=-140(LC 12), 2=-184(LC 8) Max Grav 3=158(LC 1), 2=307(LC 1), 4=123(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) A-M to 3-M, Interior(1) 3-0-0 to 6-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-M tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except (jt=lb) 3=140,2=184. 1111IN 11117/1j ON .... VFW 100 No 68182 ?O: S E OF :�41J 11#10NAi 1�00' nl Joaquin Velez PE No.68182 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ,& WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekO connectors• This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job T uss Truss Type City Ply T17268592 1650_A EJ7 Jack -Open 14 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566. 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:28 2019 Page 1 ID:InOSxD1?zEJa_tKrck6s3Nz9Jrs-LN2196pO1 okkwAlf_Of2GNDLs4il?vNJ70lugtz9?q9 -1-M 7-0-0 1-0-0 7-0-0 Scale = 1:16.9 3x8 = ST1.5x8 STP = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.13 24 >617 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.18 2-4 >434 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=160/Mechanical, 2=324/0-8-0, 4=77/Mechanical Max Harz 2=138(LC 8) Max Uplift 3=-131(LC 12). 2=-190(LC 8) Max Grav 3=160(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been'designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 3=131. 2=190. ,111111111//I/� �% PQU I N VF� ,`�� .` �0 G.E�N 3 No 68182 E OF • tO n1 Joaquln Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1101-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 ANSIITP11 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 Jab Truss Truss Type Qty Ply T17268593 FJobReference 1650 A GE1 Common Structural Gable 1 1 (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:29 2019 Page 1 I D:I nOSxD I?zEJa_lKrck6s3NzgJrs-pZchu RgOo6sbYKcrX7AHobm WeTyh k94TM22 R DJz9?q8 -1-0{] 6-11-3 13-0-9 19-2-0 25-3-7 31-4-13 38-4-0 39-4-Q {-0-0' 6-11-3 6-1-7 6-1-7 6-1-7 6-1-7 6-11-3 -0-0� Scale = 1:68.4 5x6 = 4.00 12 ST1.5x8STP = 1° '° 14 " " ST1.5x8STP = 3x8 = 3x4 = 4x6 = 3x8 = 46 = 3x4 = 3x8 = 9-11-14 19-2-0 28-4-2 38-4-0 ' 9-11-14 9-2-2 ' 9-2-2 9-11-14 Plate Offsets (X,Y)— [2:0-0-2,Edge], [10:0-0-2,Edge] LOADING (psf) SPACING- 2-M CS1. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.32 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.60 12-14 >753 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.17 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 196 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 4-5-1 oc bracing. 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1466/0-M.10=1466/0-8-0 Max Horz 2=122(LC 12) Max Uplift 2=-680(LC 8). 10=-680(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3506/2132, 3-5=-3200/1941, 5-6=-2240/1487, 6-7=-2240/1487, 7-9=-320011941, 9-10=-3506/2132 BOT CHORD 2-16=-1899/3267, 14-16=1519/2700, 12-14=-1535/2700, 10-12=-1915/3267 WEBS 6-14=-604/1076,7-14=-790/589, 7-12=-189/553,9-12=-360/360,5-14=-790/589, 5-16=-189/553, 3-16=-360/360 NOTES- 1) Unbalanced roof live loads have been considered for this design. ,11111111111111 /// 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS C-C Exterior(2) 3-M, Interior(1) 3-0-0 19-2-0, Exterior(2) 19-2-0 %%% file N V /�j/ (envelope) and -1-0-0 to to to 23-2-0, ,�� OPQ Interior(1) 23-2-0 to 39-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 E N •• ��. ,�� , .••� G S V F•••, �� MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry NO 68182 ••• Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. * 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. "fl 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide • S T OF : 1 J Z will fit between the bottom chord and any other members. lb O �C/ �i�T • �� 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 uplift at joint(s) except (jt=1b) •• Q;•• �Z��� 2=680, 10=680. /i� ss�� N A� E % Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 ray. 10/0312015 BEFORE USE. • Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is ahvays required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and 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 T17266594 1650_A GR1 Hip Girder 1 Job Reference (optional) t1Ull0ers mrSt bource, mant uny, t-L - 3zbbd, C.Z4U S May i3 zuly MI I eK InousineS, Inc. I nu Jun b IZ:14:6Z ZUIV rage i ID:InOSxDI?zEJa_lKrck6s3Nz9Jrs-D8lpWTsu51 EAPnLQDGk_QD03xh_PxXCv2OG5pez9?q5 -1-0 7-0-0 15-0-12 23-3-4 31-4-0 W-4-0 3 -4- -0-0 7-0-0 8-0-12 8-2-8 8-0-12 Scale = 1:69.6 4.00 12 6x12 MT20HS = 3 2x4 II 5x8 = 4x6 = 16 17 18 4 19 20 21 522 6 23 24 25 6x12 MT20HS = 7 ST1.5x8 STP = 15 26 27 14 28 13 29 30 31 32 12 33 11 34 35 10 ST1.5x8 STP = 5x6 = 2x4 11 4x10 MT20HS = 502 = 5x6 = 4x10 MT20HS = 2x4 II 5x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 CSI. TC 0.69 BC 0.85 WB 0.78 Matrix-SH DEFL. in (loc) I/deft Ud Vert(LL) 0.76 12-13 >597 240 Vert(CT) -1.03 12-13 >439 180 Horz(CT) 0.15 8 n/a n/a PLATES MT20 MT20HS Weight: 437 lb GRIP 2441190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-9-7 oc purlins. 315,5-7: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 7-10-5 oc bracing. BOT CHORD 2x6 SP No.2 *Except* 11-14: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 3-13,6-13,7-12: 2x4 SP No.2 REACTIONS. (lb/size) 2=2919/0.8-0, 8=2913/0-8-0 Max Horz 2=48(LC 27) Max Uplift 2=-1644(LC 4), 8=-1640(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8180/4457, 3-4=-12897/7086, 4-6=-12893/7083, 6-7=-12857/7065, 7-8=-8160/4445 BOT CHORD 2-15=-4168/7682,13-15=-4159/7651,12-13=-6957/12853,10-12=-4102/7633, 8-10=4110/7664 WEBS 3-15=-162/721, 3-13=-2989/5542, 4-13=-1077/847, 6-12=-1079/840, 7-12=-2979/5520, 7-10=-161/721 NOTES- ``�1111111//��� 1) 2-ply truss to be connected together with 1 Od (0.131 "xW) nails as follows: ,0 U I N Top chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 Co. ,��� OP�` Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. ,� , .••� G E N 3 ••. i� 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 NO 68182 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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 : S OF 44/ Z 5) Provide adequate drainage to prevent water ponding. t� �1(/ 6) All plates are MT20 plates unless otherwise indicated. �'�(�� ;. 4 1 Q N 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �j``S1 �'•.,• R•,.•' `G' ,,� 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 �j S/ �` will fit between the bottom chord and any other members. �'1 J10 N A' e:"' 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except (jt=1b) to 2=1644, 8=1640. Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 101032015 BEFORE USE. ' Design valid for use only with MiTeka0 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 ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268594 1650_A GR1 Hip Girder 1 Job Reference (optional) tluucers t-Irsr Source, elan[ t ty, t-L - 32bb5, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:32 2019 Page 2 ID:InOSxDI?zEJa_lKrck6s3Nz9Jrs-D8lpWTsu51 EAPnLQDGk_QD03xh_PxXCv2OG5pez9?q5 NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 221 lb down and 260 lb up at 6-11-12, 106 lb down and 134 lb up at 9-1-1. 106 lb down and 134 lb up at 11-1-1, 106 lb down and 134 lb up at 13-1-1, 106 lb down and 134 lb up at 15-1-1, 106 lb down and 134 lb up at 17-1-1, 106 lb down and 134 lb up at 1841-7, 106 lb down and 134 lb up at 19-2-15, 106 lb down and 134 lb up at 21-2715, 106 lb down and 134 lb up at 23-2-15, 106 lb down and 134 lb up at 25r2-15, 106 lb down and 134 lb up at 27-2-15, and 106 lb down and 134 lb up at 29-2-15, and 221 lb down and 260 lb up at 31-44 on top chord, and 296 lb down and 203 lb up at 7-0-0. 81 lb down and 20 lb up at 9-1-1, 81 lb down and 20 lb up at 11-1-1, 81 lb down and 20 lb up at 13-1-1, 81 lb down and 20 lb up at 15-1-1, 81 lb down and 20 Ib up at 17-1-1, 81 lb down and 20 lb up at 18-4-7, 81 lb down and 20 lb up at 19-2-15, 81 lb down and 20 lb up at 21-2-15, 81 lb down and 20 lb up at 23-2-15. 81 lb down and 20 Ib up at 25-2-15, 81 lb down and 20 lb up at 27-2-15, and 81 Ib down and 20 lb up at 29-2-15, and 296 lb down and 203 lb up at 31-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-9=-54, 2-8=-20 Concentrated Loads (lb) Vert:3=-176(F) 7=-176(F) 15=-296(F) 13=-57(F) 4=-106(F) 6=-106(F) 12=-57(F) 10=-296(F) 16=-106(F)17=-106(F) 18=-106(F) 19=-106(F)20=-106(F) 21=-106(F) 22=-106(F) 23=-1 06(F) 24=-1 06(F) 25=-106(F) 26=-57(F) 27=-57(F) 28=-57(F) 29=-57(F)30=-57(F) 31 =-57(F) 32=-57(F) 33=-57(F) 34=-57(F)35=-57(F) A WARNING-Verffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 101032015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 ANSUTPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268595 1650_A GR2 Roof Special Girder 1 1 Job Reference (optional) Duiiutn5 rust Ouurue, riant idly, rL - 01000, n.z4u s may la zul`J MI I eK Inaustnes, mc. I nu Jun a 1z: 14:.14 zUle rage 1 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-9XQax9u9deUuf5VpKgmSVeTLaUjJPR_C WJICuXz9?q3 -1-0-0 4-8-2 8-6-8 10-1-8 12-1-8 11 -8 21-11-8 26-10-8 31-9-8 38-4-0 39-4-0 1-0 d 4-8-2 3-Me 1-7-0 ' 2-0-0 ' 4-11-0 4-11.0 4-11-0 4-11-0 6-6-8 -0-d Scale = 1:72.9 5 0 4.00 12 2x4 3 NAILED NAILED 8xl4 MT20HS 5x6 = 6x8 —_ NAILED NAILED NAILED NAILED 4 5 2x4 11 Bx14 MT20HS = NAILED 4x6 = NAILED „6 22 7 23 24 258 26 27 928 29 Special 602 MT20HS = NAILED 10 30 4xl0 MT20HS c 11 12 ST1.5x8 STP = 21 20 19 18 17 31 32 33 16 34 15 35 14 36 37 38 13 ST1.5x8 STP = 5x8 = 5x8 = 5x6 = 6x12 MT20HS = NAILED 4x6 = NAILED 5x8 = NAILED 2x4 II 2x4 II 5x8 = NAILED 804 MT20HS WB = NAILED NAILED NAILED NAILED NAILED NAILED 8-6-8 10-1-8 121.1 171-8 21-11-8 26-10 8 31-9-8 38-4-0 8-6-6 1-7-0 2-0-0 4-11-0 4-11-0 4-11-0 4-11-0 6-6-8 Plate Offsets (X,Y)— [2:0-4-0,0-0-0], [4:0-3-12,0-2-12], [5:0-4-0,0-2-3], [8:0-7-0,0-4-8], [10:0-6-0,0-1-11], [11:0-5-9,0-1-14], [14:0-3-8,0-2-8] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 1.14 16-17 >396 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -1.58 16-17 >286 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(CT) 0.19 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 233 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 6-8,8-10: 2x6 SP No.2, 10-12: 2x4 SP M 31 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 4-21,5-20,6-17,10-14: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1870/0-8-0, 11=2394/0-8-0 Max Horz 2=58(LC 31) Max Uplift 2=-911(LC 4), 11=-1318(LC 5) BRACING - TOP CHORD Structural wood sheathing directly applied or 1-4-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-3-9 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4881/2408, 3-4=-4640/2319, 4-5=4310/2188, 5-6=-5421/2803, 6-7=-9445/5043, 7-8=-9444/5042,8-9=-10152/5442,9-10=-9089/4897,10-11=-6607/3491 BOT CHORD 2-21=-2176/4571,20-21=-2414/4957,19-20=-3833/7612,17-19=-3832/7603, 16-17=-5333/10169,14-16=-4765/9087,13-14=-3216/6185,11-13=-3217/6207 WEBS 3-21=-235/308, 4-21=-627/1282, 5-21=-1275/746, 5-20=-1508/2766, 6-20=-3783/2020, 6-17=-1204/2080,7-17=-369/306,8-17=-875/664,8-16=-239/289,9-16=-593/1154, 9-14=-1038/728,10-14=-1683/3153,10-13=-30/478 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=911, 11=1318. 8) "NAILED" indicates 3-10d (0.148"xY) or 3-12d (0.148'k3.25') toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 209 lb down and 177 lb up at 31-9-8 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). LOAD CASE(S) Standard ,�1111111//���,, ot PQU1 N VFW ��ii �0 ' GCEN** Fes '!. No 68182 Z * �� ► �-0 Z 'OF 4U 40,En • p ; _��� Joaquin Velez PE No.68182 MITek USA, Inc..FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7413 rov. 1010312015 BEFORE USE. ' Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chard 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 ANSN7PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Satetylnformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T17268595 1650_A GR2 Roof Special Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 612:14:34 2019 Page 2 I D:InOSxDl?zEJa_tKrck6s3Nz9Jrs-9XQax9u9deUuf5VpKgmSVeTLaUjJPR_CWJICuXz9?q3 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54,4-5=-54,5-6=-54,6-10=-54, 10-12=-54, 2-1 1=-20 Concentrated Loads (lb) Vert: 10=-153(B) 18=-6(B) 13=-136(B) 22=-6(B) 23=-6(B) 24=-104(B) 25=-104(B) 26=-104(B) 27=-104(B) 28=-104(B) 29=-104(B) 30=-104(B)31=-6(B) 32=-41(B) 33=-41(B) 34=-41(B) 35=41(B) 36=41(B) 37=41(B) 38=-41(B) A WARNING -Verily 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 M7&e 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 ANS11TP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T17268596 1650 A GR3 HIP GIRDER 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566. 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:36 2019 Page 1 ID:InOSxDI?zEJa_lKrck6s3Nz9Jrs-6vXKMrwP8GkcuPeBS5pwa3Yn41TUlPOVzdEJyPz9?q1 -1-0-0 4-0-0 .4-0 14-8-0 18-8-0 1-0-0 4-0-0 12 4-0 54-0 4-0-0 Scale = 1:33.8 4.00 12 5x6 = 0 3x6 = 2x4 10 46 = 4x6 = 3 11 12 " 13 14 5 46 = 15 16 9 3x6 = 8 17 7 4x6 = ST1.5x8 STP = 3x6 = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.03 9-10 >999 240 MT20 2"/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.05 9-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 78 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 144-0 except Qt=length) 6=0-8-0. (lb) - Max Horz 2=39(LC 4) Max Uplift All uplift 100 lb or less at joints) except 6=-567(LC 30), 2=-574(LC 19), 10=-514(LC 19), 9=-620(LC 19). 7=-505(LC 22) Max Grav All reactions 250 lb or less at joint(s) except 6=558(LC 39). 2=515(LC 40), 10=478(LC 1). 9=655(LC 43), 7=464(LC 1), 7=464(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1418/1417, 3.4=-1256/1292, 4-5=-875/865, 5-0=-1393/1478 BOT CHORD 2-10=-1321/1349, 9-10=-1014/1003, 7-9=-1281/1314, 6-7=-1371/1319 WEBS 3-10=-329/392,3-9=-9561985,4-9=479/672,5-7=-329/442,4-7=-979/1012 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 567 lb uplift at joint 6, 574 lb uplift at joint 2, 514 lb uplift at joint 10, 620 lb uplift at joint 9 and 505 lb uplift at joint 7. 7) This truss has been designed for a total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 18-8-0 far-250.0 plf. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 84 lb down and 119 lb up at 4-M, 48 lb down and 87 lb up at 5-1-1, 48 lb down and 87 lb up at 7-1-1, 48 lb down and 87 lb up at 9-1-1, 48 lb down and 87 lb up at 9-6-15, 48 lb down and 87 lb up at 11-6-15, and 48 lb down and 87 lb up at 13-6-15, and 84 lb down and 119 lb up at 14-M on top chord, and 47 lb down and 72 lb up at 4-0-0, 36 lb down and 64 lb up at 5-1-1, 36 lb down and 64 lb up at 7-1-1, 36 lb down and 64 lb up at 9-1-1, 36 lb down and 64 lb up at 9-6-15, 36 lb down and 64 lb up at 11-6-15, and 36 lb down and 64 lb up at 13-6-15, and 47 Ib down and 72 Ib up at 14-8-0 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). LOAD CASE(S) Standard ,1111111111/J/J/ Jo 'DENS '�%* No 68182 S OF 44/ • • 10 • • %� J/11.11.L111� Joaquin Velez PE No.68182 MiTek USA, Inc..FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANS11TPI1 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 June 6,2019 Job Truss Truss Type Qty Ply T17268596 1650 A GR3 HIP GIRDER 1 1 ' Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:36 2019 Page 2 ID:InOSxDl?zEJa_tKrck6s3Nz9Jrs-6vXKMrwP8GkcuPeBS5pwa3Yn4lTUtPOVzdEJyPz9?q1 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-6=-54, 2-6=-20 Concentrated Loads (lb) Vert: 5=-56(B) 8=-1 8(B) 10=-13(B) 9=-36(B)3=-56(B) 4=-80(B) 11=40(B)12=40(B) 13=40(B) 14=40(B) 15=-18(B) 16=-18(B) 17=-18(B) 18=-13(B) ® WARNING - Vorifirdesign parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1t110312015 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 andlor chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268597 1650_A H1 Hip 1 1 Job Reference (optional) DUIWtlrJ rnJl ovurce, ridnl ldly, 1- 04000. 8.z4u s may l3 zUle MI IeK mausines, mc. I nu Jun o lz:14:3/ zule rage 1 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-a65iZAwl vZsTWYDO?pK97H5soigNcmgeCH_sVsz9?qO -1-0�1 4-10-14 9-0-0 15.8-12 22-7-4 29-4-0 33-112 38-4-0 3p-4-0 1-0-0' a-10-14 a-1-z 6-8-12 6-10 6 s-e-1z 4_ _2 a-10-14 -0-0' Scale = 1:69.6 4.00 12 5x6 = 3x4 = 4x6 = 2x4 II 5x6 = 4 20 5 6 7 21 8 2x4 Z:- 319 9 18 22 23 1 1 2 ST1.5x8 STP = 3x8 = 17 16 15 3x4 = 4x6 = 3x6 = 15-8-12 14 13 12 ST1.5x8 STP = 5x8 = 4x6 = 3x4 = 3x8 = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deFl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.56 14-15 >811 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.89 14-15 >508 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.20 10 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 180 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 4-6,6-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 *Except* 13-16: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1466/0-8-0, 10=1466/0.8-0 Max Horz 2=-61(LC 13) Max Uplift 2=-732(LC 8), 10=-732(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3539/2553, 3-4=-3322/2304, 4-5=4245/2975, 5-7=4244/2974, 7-8=4245/2974, 8-9=-3322/2304,9-10=-3539/2553 BOT CHORD 2-17=-2327/3296, 15-17=-2006/3107, 14-15=-2748/4245, 12-14=-2009/3107, 10-12=-2330/3296 WEBS 3-17=-197/340, 4-17=-77/340, 4-15=-893/1350, 5-15=4251407, 7-14=-386/410, 8-14=-891/1349,8-12=77/340,9-12=-197/339 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 9-0-0, Exterior(2) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 294-0, Exterior(2) 294-0 to 34-11-14, Interior(1) 34-11-14 to 394-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 6t between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 732 lb uplift at joint 2 and 732 lb uplift at joint 10. ,,111111111/1��, %% PQUIN VFW i*J# �o 'DENS No 68182 T°#FF :��� ♦ • ♦ nl Joaquin Velez PE No.68182 MiTek USA, Inc..FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ®WARNING. Verify design paramoters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 1010312015 BEFORE USE.'' Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS1171oli 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 T17268598 1650_A H2 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 612:14:38 2019 Page 1 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-2lf4n Wxfgt?K7ioaZWrOgUdl u6OLLK3oRxjQ1 Iz9?q? -1-0 5-10-14 15-1-0 23-3-0 32-5-2 384-0 3 4- 0-0 5-10-14 9-2-2 8-2-0 9-2-2 5-10-14 -0-0 Scale = 1:69.6 5x6 = 4.00 12 3x4 = 5 21 4x6 = 3x4 = 5x6 = 6 22 7 8 ST1.5x8 STP = 18 17 16 15 14 13 12 ST1.5x8 STP = 3x8 = 2x4 II 3x8 = 4x6 = 3x4 = 4x6 = 3x8 = 2x4 II 3x8 = 7 N 5-10-14 11-0-0 19-2-0 27.4-0 32-5-2 384-0 5-10-14 5-1-2 B-2-0 8-2-0 5-1-2 5-10-14 Plate Offsets (X,Y)— [2:0-0-6,Edge], [6:0-3-0,Edge], [10:0-M,Edge] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.44 15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.75 13-15 >605 180 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.21 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 181 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 4-6: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 14-12 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1466/0-8-0, 10=1466/0-8-0 Max Horz 2=-73(LC 13) Max Uplift 2=-724(LC 8), 10=-724(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3597/2502, 34=-3115/2190, 4-5=-2878/2113, 5-7=-3500/2451, 7-8=-2878/2113, 8-9=-3115/2189,9-10=3597/2502 BOT CHORD 2-18=-2280/3341, 17-18=-2280/3341, 15-17=-2224/3406,13-15=-2223/3403, 12-13=-2283/3341,10-12=-2283/3341 WEBS 3-17=475/446, 4-17=485/785, 8-13=482/782, 9-13=475/447, 5-17=-806/597, 5-15=-3/262,7-15=-5/263, 7-13=-801/593 NOTES- 1) Unbalanced roof live loads have been considered for this design. ,,11111 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., ,,� pIUIN VF I!� GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) A-M to 3-M, Interior(1) 3-0-0 to 11-0-0, Exterior(2) 11-M to 16-7-14, �� OP • 4i �j 14i1 , E N Interior(1) 16-7-14 to 274-0, Exterior(2) 274-0 to 32-11-14, Interior(1) 32-11-14 to 394-0 zone; cantilever left and right exposed ; ,�� .•'�G S'• F•'•• 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. No 68182 S * •� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 724 lb uplift at joint 2 and 724 lb uplift at i '13 •• $ Q F .71 joint 10. O#IR;441 0NAI.E�.�`�, "**1n111110 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 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 buss system. Before use, the building designer must verify the applicability of design parameters and properly incarpo rate 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 ANS11TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply ' T17268599 1650_A H3 Hip 1 1 Job Reference (optional) tfullaers mrSt bource, mant Lity,. t-L - 3Z000, o,z4v s May l3 zu liv MI I ex inausines, Inc. I nu Jun b 1Z:14:3y ZUIV rage 1 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-WUDT_syH RB7AIsNm7EMdCiAFLV LE4n6xfbTzZkz9?q_ -1-0-0 6-10-14 13-0-0 19-2-0 25-4-0 31-5-2 38-4-0 38.4-Q -0-0 6-10-14 6-1-2 6-2-0 6-2-0 6-1-2 6-10- 44 0-0 Scale = 1:69.6 5x6 = 4.00 12 2x4 11 5x6 = 519 20 6 ST1.5x8 STP = 16 15 14 13 12 11 10 ST1.5x8 STP = 3x8 = 2x4 II 46 —_ 3x8 = 3x4 = 2x4 II 3x8 = 3x4 = 46 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 REACTIONS. (lb/size) 2=1466/0.8-0, 8=1466/0-8-0 Max Harz 2=85(LC 12) Max Uplift 2=-716(LC 8). 8=-716(LC 9) CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TC 0.75 Vert(LL) 0.39 13 >999 240 MT20 244/190 BC 0.96 Vert(CT) -0.63 13-15 >713 180 WB 0.51 Horz(CT) 0.19 8 n/a n/a Matrix-SH Weight: 183 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3575/2450,3-4=-2921/2070,4-5=-3049/2230,5.6=-3049/2230,6-7=-2921/2070, 7-8=-3575/2450 BOTCHORD 2-16=-2225/3319, 15-16=-2225/3319, 13-15=-1721/2704, 11-13=-172412704, 10-11 =-2228/3319, 8-1 0=2228/331 9 WEBS S-16=01259,3-15=-658/535,4-15=-1661414,4-13=-344/580, 5-13=-373/388, 6-13=-344/580, 6-11=-166/414, 7-11=-658/535, 7-10=0/259 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf;,BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 13-0-0, Exterior(2) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 25-4-0, Exterior(2) 25-4-0 to 30-11-14, Interior(1) 30-11-14 to 394-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 716 lb uplift at joint 2 and 716 lb uplift at joint 8. QUIN rVF� No 68182 ST OF n� Joaquin Velez PE No.68182 MiTek USA, Inc..FL Cart 6634 69114 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7073 rev. 18/0312015 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 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 Truss Truss Type Qty Ply T17268600 1650_A H4 Hip 1 1 Job Reference (optional) buimers rlrsi aource, Plant Gay, rL - 32000, ts.z4u s May 13 zu19 MI I eK Industnes, Inc. I nu Jun 0 12:14:4U ZU19 Pagel ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-_gnrCCzwCU F1 NOyyhxtslvjQBviBp8L4uFC W5Az9?pz -a-0•Q 7-10-14 15-0-0 1'21 23-4-0 30-5-2 38-4-0 39-4-0 b0-0' 7-10-14 7-1-2 4-2-0 4-2-0 7-1-2 7-10-14 -0-0 Scale = 1:71.0 4.00 12 6xB = 5x6 = 5 18 19 6 ST1.5x8 STP = 16 '0 14 13 " 11 ST1.5x8 STP = 3x8 = 2x4 II 46 = 3x8 = 2x4 II 3x8 = 3x4 = 46 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TIC 0.74 BC 0.92 WB 0.83 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deb L/d 0.31 13-14 >999 240 -0.61 13-14 >740 180 0.17 9 n/a n/a PLATES GRIP MT20 2441190 Weight: 183 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. 5-6: 2x6 SP No.2, 1-0,7-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.1 `Except' WEBS 1 Row at midpt 5-13 12-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=146610-8-0, 9=1466/0-8-0 Max Horz 2=96(LC 12) Max Uplift 2=706(LC 8), 9=-706(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3530/2375,3-5=-2748/1943,5-6=-2537/1918,6-8=-2749/1943,8-9=-3529/2375 BOT CHORD 2-16=-2145/3272, 14-16=2145/3272, 13-14=-1580/2535, 11-13=-2150/3272, 9-11=-2150/3272 WEBS 3-16=0/295, 3-14=-790/600, 5-14=-168/514, 6-13=-179/514, 8-13=-788/599, 8-11=0/294 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Sgust) s 4 GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-11-00to 3-M Interior(1) 3-M 0 15 0-0, Exterior(2) 15-0-0 to 20 7I14, Interior(1) 20-7-14 to 23 4-0, Exterior(2) 23 4-0 28-11-14, Interior(1) 28-11-14 39 4-0 left �$ to to zone; cantilever and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip %% OP` , G E N 3 •• c' DOL=1.60 ,�� .•'� V F•••, 0 3) Provide adequate drainage to prevent water ponding. No 68182 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 live load 20.Opsf bottom in * •� a of on the chord 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 7b6 lb uplift at joint 2 and 706 lb uplift at �'>7 •. joint 9. -.-13% S OF 441 Z % N A; I Joaquln Velez PE No.68182 MITek USA, Inc..FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ,& 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 MiTeka@ 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T17268601 1650_A H5 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:41 2019 Page 1 ID:InOSXDI?zEJa—lKrck6s3Nz9Jrs-StLDPYzYzoNu—AX9EeO5H7FaTJ3GYieE7vy4ddz9?py - -O- 6-11-3 13-0-9 17-0-0 21-4-0 25-3-7 31-4-13 36-4.0 3 4- -0-0 6-11-3 6-1-7 3-11-7 4-4-0 3-11-7 6-1-7 6-11-3 -0-0 ST1.5x8 STP = 3x8 = 3x4 = 4.00 12 5x6 = 16 4x6 = 3x4 = 5x6 = 15 " 3x4 = 4x6 = 3x4 = Scale = 1:71.0 ST1.5x8 STP = 3x8 = Plate Offsets (X Y)— [2:0-0-2,Edge] [4:0-3-O,Edge], f9:0-3-O,Edge], [11:0-0-2,Edge] LOADING (psD SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.44 13-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.68 13-15 >661 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.16 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 183 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. 6-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-2-6 oc bracing. BOT CHORD 2x4 SP No.1 'Except' 14-17: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1466/0-8-0, 11=1466/0-M Max Horz 2=108(LC 12) Max Uplift 2=-694(LC 8), 11=-694(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3507/2335, 3-5=-3191/2145, 5-6=-2463/1780, 6-7=-2291/1715, 7-8=-2463/1780, 8-10=-3191/2145,10-11=-3507/2335 BOT CHORD 2-18=-2112/3269, 16-18=-1703/2692, 15-16=-1345/2291, 13-15=-1706/2692, 11-13=-2116/3269 WEBS 8-15=-683/538, 8-13=-209/533, 10-13=-364/374,5-16=-683/538,5-18=-209/533, 3-18=-364/374, 6-16=-339/550,7-15=-339/550 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3=second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 17-0-0, Exterior(2) 17-0-0 to 26-11-14, Interior(1) 26-11-14 to 394-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 694 Ito uplift at joint 2 and 694 Ib uplift at joint 11. ,`I I U I1111,I��I 'DENS ♦ No 68182 /YX �: S OF :��/� ov SS�ONAI.E�.G �� I1,IIII l Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 AWARNING - Verily design pammotom and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/032015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall q building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 Truss Truss Type Qty Ply T17268602 1650_A H6 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 612:14:42 2019 Page 1 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-w3ubcu Ak6VIcK6LoMvKgKokMjOkH21NLZhd93z9?px 19-4-0 1-0-0 6-113 13-0-9 19-0-0 1 27 31-4-13 38-4-0 9-40 -0.0 6-113 6-1-7 5-11-7 0• 5-3'11-76-11-3 -0-0 0-2-0 Scale = 1:71.0 J1 d Plate 5x6 = 4.00 12 19 ST1.5xe STP = "' - 14 " " ST1.5x8 STP = 3x8 = 3x4 = 46 = 3x8 = 46 = 3x4 = 3x8 = 19-4-0 193-12 9.11-14 19-0-0 19-2,0 28-4-2 36-4-0 g-11-14 9-D-2 0• - 9-0-2 i 9-11-14 0-1-12 LOADING (psf) SPACING- 2-M CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 TCDL 7.0 Lumber DOL 1.25 BC 0.91 BCLL 0.0 Rep Stress Incr YES WB 0.87 BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 'Except' 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1466/0-8-0, 10=1466/0-8-0 Max Horz 2=-122(LC 13) Max Uplift 2=-680(LC 8), 10=-680(LC 9) DEFL. in (loc) I/detl L/d PLATES GRIP Vert(LL) 0.32 14 >999 240 MT20 244/190 Vert(CT) -0.60 12-14 >753 180 Horz(CT) 0.17 10 n/a n/a Weight: 177 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins BOT CHORD Rigid ceiling directly applied or 4-4-2 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3506/2186, 3-5=-3200/2008, 5-6=-2240/1536, 6-7=-2240/1536, 7-9=-3200/2008, 9-10=-3506/2186 BOT CHORD 2-16=-197113267, 14-16=-1600/2700. 12-14=-1603/2700. 10-12=-1974/3267 WEBS 7-14=-790/630, 7-12=-189/553,9-12=-360/359,5-14=-790/630,5-16=-189/553, 3-16=-360/359,6-14=-627/1076 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-M to 3-0-0, Interior(1) 3-0-0 to 19-2-0, Exterior(2) 19-2-0 to 24-9-14, Intericr(1) 24-9-14 to 39-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 680 lb uplift at joint 2 and 680 lb uplift at joint 10. ,``1►IIIIIf1�1j�' PQUiti vF� I No 68182 S OF : 44/� i0� % � �I�InI►1 Joaquln Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ®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 MiTekO connectors. This design is based only upon parameters shown, and is far 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 SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268603 1650_A H7 Hip 1 1 Job Reference (optional) oulluers rlrst oource. Ylanr ldty, rL - JZ000. 11.Z41.1 s May i3 zuiv MI I eK mausrnes, Inc. I nu Jun 6 1Z:14:43 ZU19 rage i I1):InOSxDI?zEJa_lKrck6s3Nz9Jrs-OFSzgE?oVPdcEThXM3RZNYLyS7kNOY1XaDRBhVz9?pw -1-0- 4-8-2 8-1-1 15-6-15 22-9-1 20-9-8 33-7-14 38.4-0 3 4- -0-0 4-8-2 3-10-6 7-0-7 7-2-3 7-0-7 3-10-6 4-8-2 -0-0 Scale = 1:69.6 4.00 12 5x6 = 4 3x4 = 46 = 2x4 II 5x6 = 19 6 6 7 20 8 ST1.5x8 STP = 17 16 15 14 13 12 ST1.5x8 STP = 3x8 = 3x4 = 4x6 =3x6 = 5x8 = 46 = 3x4 = 3x8 = LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC20171TP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-6,6-8: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 13-16: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1466/0-8-0, 10=1466/0-8-0 Max Horz 2=58(LC 12) Max Uplift 2=-733(LC 8), 10=-733(LC 9) CSI. DEFL. in floc) I/deb L/d PLATES GRIP TC 0.61 Vert(LL) 0.5614-15 >801 240 MT20 244/190 BC 0.95 Vert(CT) -0.90 14-15 >502 180 WB 0.58 Horz(CT) 0.20 10 n/a n/a Matrix-SH Weight: 179 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-15, 8-14 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3539/2543, 3-4=-336112325, 4-5=-4464/3112, 5-7=-4466/3110, 7-8=-4466/3110, 8-9=-3361/2328,9-10=-3539/2548 BOT CHORD 2-17=-2318/3294, 15-17=-2034/3149, 14-15=-2894/4464, 12-14=-2038/3149, 10-12=-2325/3294 WEBS 3-17=-156/300,4-17=-64/324,4-15=-1002/1520,5-15=-438/423,7-14=-404/427, 8-14=-1002/1522,8-12=-65/324,9-12=-156/303 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-M to 3-0-0, Interior(1) 3-0-0 to 8-6-8, Exterior(2) 8-6-8 to 14-2-6, Interior(1) 14-2-6 to 29-9-8, Exterior(2) 29-9-8 to 35-5-6, Interior(1) 35-5-6 to 39-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members,and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 733 lb uplift at joint 2 and 733 lb uplift at joint 10. .%` P& I N .`� �� 'DENS F���i� \ �i No 68182 �/STA�I.F C �,%,ONAL /undo Joaquin Velez PE No.68182 MITek USA, Inc..FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 A WARNING -Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7I73 rev. 10/03/1015 BEFORE USE. Design valid for use only with MiTekB 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 Bost 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 T17268604 1650_A H8 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:44 2019 Page 1 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-tSOL1 aOQGjlTrdFkwnyovlt7fWAjl4TgptAkEyz9?pv 6-6.8 12-1-8 14-4-0 ' 1-0-0 6-6-8 ' 5-7-0 2-2-8 Scale = 1:26.3 3x8 = LOADING (psf) SPACING- 2-M CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 TCDL 7.0 Lumber DOL 1.25 BC 0.56 BCLL 0.0 Rep Stress Incr YES WB 0.31 BCDL 10.0 Code FBC2017ITP12014 Matrix-SH 5x6 = 5x6 = ST1.5x8 STP = 6x8 = DEFL. in (loc) Ildetl L/d PLATES GRIP Vert(LL) -0.10 6-7 >999 240 MT20 244/190 Vert(CT) -0.20 6-7 >843 180 Horz(CT) 0.01 6 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 2=588/0-8-0, 6=509/0-8-0 Max Horz 2=88(LC 9) Max Uplift 2=-328(LC 8), 6=-227(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-995/796, 3-4=-884/841 BOT CHORD 2-7=-831/883, 6-7=449/410 WEBS 4-7=-422/527, 4-6=-547/630 Weight: 63 lb FT = 20% Structural wood sheathing directly applied or 5-0-8 oc purlins, except end verticals. Rigid ceiling directly applied or 5-10-11 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M. Interior(1) 3-M to 6-6-8, Exterior(2) 6-6-8 to 14-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-M 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 328 Ito uplift at joint 2 and 227 Ito uplift at joint 6. Qu iN J . ' G�E N No 68182 • 13: ,ST E OF .:�44' rrnne�� Joaquin Velez PE No.68182 MITek USA, lnc..FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date:. June 6,2019 ®WARNING - Yority design Parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MI1-7477 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iTeIC fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268605 1650_A H9 Hip 1 1 Job Reference (optional) tsunaers mrst source, mant city, t-L - a2bdb, 5 5-0-0 4.00 12 6x8 = 3 9-4-0 11.24U S May 1J 2u19 MI t eK Inaustnes, Inc. I nu Jun b 12:14:44 2U19 Nage 1 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-tSOL1aOQGjlTrdFkwnyovltAvW6013bgptAkEyz9?pv 9 10 4-4-0 ' 0-8-0 4x6 = 4 Scale = 1:26.3 ,.V 3x4 .-- ST1.5x8 STP = 46 = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.19 5-6 >852 240 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.40 5-6 >416 180 BCLL 0.0 Rep Stress Incr YES WB 0.37 HOrz(CT) 0.02 5 n/a n/a BCDL 10.0 Cade FBC2017/TP12014 MatrixSH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 3-4: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 *Except* WEBS 4-5: 2x6 SP No.2 REACTIONS. (lb/size) 2=585/0-8-0, 5=506/0-8-0 Max Horz 2=102(LC 11) Max Uplift 2=-329(LC 8), 5=-238(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1142/785, 4-5=-271/317 BOT CHORD 2-0=-837/1034, 5-6=-841/1022 WEBS 3-6=0/343, 3-5=-807/647 PLATES GRIP MT20 244/190 Weight: 71 lb FT = 20% Structural wood sheathing directly applied or 5-0-4 oc purlins, except end verticals. Rigid ceiling directly applied or 6-4-0 oc bracing. 1 Row at midpt 3-5 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interjor(1) 3-0-0 to 4-11-12, Exterior(2) 4-11-12 to 10-7-10, Interior(1) 10-7-10 to 14-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and farces & 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 329 lb uplift at joint 2 and 238 lb uplift at joint 5. ,.1' 01 le No 68182 S OF :41J :0 Al �: �0''SS1� N Ai-� %� n,1nn+ Joaquin Velez PE No.68182 MITek USA, lnc..FL Cert 6634 69134 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 101032015 BEFORE USE. ' Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7Pl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lnlormation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.' Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268606 1650_A HJ1 Diagonal Hip Girder 2 1 Job Reference (optional) builders First Source, Plant Gity, FL - 32565, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:45 2019 Page 1 ID:InOSXDI?zEJa_lKrck6s3Nz9Jrs-LeakFwO211lKTngwTUT1 SzQJ5wUzUYvg2XwHmOz9?pu -1-5-0 5-3-15 9-10-1 1-5-0 5-3-15 4-6-1 LX4 3x4 = ST1.5x8 STP = Scale = 1:21.2 5-3-15 2-0-0 2-6-1 Plate Offsets (X,Y)— [2:04-11,0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.54 Vert(LL) 0.25 6-7 >446 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.30 6-7 >379 180 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix-SH Weight: 37 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 8-8-5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=146/Mechanical, 2=432/0-8-0, 5=267/Mechanical Max Horz 2=137(LC 22) Max Uplift 4=-121(LC 4), 2=-380(LC 4), 5=-154(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-853/602 BOT CHORD 2-7=-661/787, 6-7=-661/787 WEBS 3-7=-333/485, 3-6=-942/791 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,,111111 I IIit18 j"�' will fit between the bottom chord and any other members. ,� V IN V I� 4) Refer to girder(s) for truss to truss connections. ,`�� OP� .4F 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121 lb uplift at joint 4, 380 lb uplift at ,� , .••� G E N S ••. i01 joint 2 and 154 lb uplift at joint 5. V F •• 1:. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 lb down and 54 lb up at No 681$2 4-2-15, 35 lb down and 54 lb up at 4-2-15, and 59 lb down and 105 Ito up at 7-0-14, and 59 lb down and 105 lb up at 7-0-14 on top * •%. * = chord, and 18 lb down and 34 lb up at 1-4-15. 18 lb down and 34 lb up at 1-4-15, 20 lb down and 47 lbup at 4-2-15, 20 lb down and 47 lb up at 4-2-15, and 38 lb down at 7-0-14. and 38 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. '0 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �O S F LOAD CASE(S) Standard i��T• ;C� Q Q;••�`,�� 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 ��� • R f) Uniform Loads (pl�I ss� • • • • • •\ Vert: 1-4=-54, 2-5=-20 �I,� N Al 111�`, ` Concentrated Loads (lb) Vert: 6=-36(F=-18, B=-18) 9=-75(F=-38, B=-38) 10=58(F=29, B=29) Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6534 69D4 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ®WARNING - Verify dosign parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 11,111•7473 rev. 10/03f2015 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268607 1650_A HJ2 Diagonal Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:46 2019 Page 1 ID:InOSXDI?zEJa_tKrck6s3Nz9Jrs-pg86SF1 goK? B5xP61 C_G_AzWEKspD21 zGBfrlgz9?pt -1-SO 5.0-1 9-2-4 155-0 5-0-1 4-2-3 Scale = 1:20.1 3x4 = ST1.5xB STP = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.42 2.6 >253 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.52 6 >201 180 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 31 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=229/Mechanical, 2=404/0-8-0, 5=164/Mechanical Max Horz 2=130(LC 4) Max Uplift 4=-172(LC 8). 2=-31O(LC 4), 5=-55(LC 8) Max Grav 4=229(LC 1), 2=404(LC 1), 5=181(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-M tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 172 Ito uplift at joint 4, 310 lb uplift at joint 2 and 55 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 lb down and 54 lb up at 4-2-15. 35 lb down and 54 Ito up at 4-2-15, and 59 Ito down and 105 lb up at 7-0-14, and 59 lb down and 105 lb up at 7-0-14 on top chord, and 18 lb down and 34 lb up at 1-4-15, 18 lb down and 34 lb up at 1-4-15, 20 lb down at 4-2-15, 20 lb down at 4-2-15, and 38 lb down at 7-0-14, and 38 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 2-5=-20 Concentrated Loads (lb) Vert:8=-75(F=-38, B=-38) 9=58(F=29, B=29) 11=-36(F=-18, B=-18) `11111111111I PaldIN VFW E IV No 68182 ST OF Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ®WARNING - Verify design pammefe and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek© connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T17268608 1650_A HJ3 Diagonal Hip Girder 2 , 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 1-5-0 3x4 = 2.83 12 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:47 2019 Page 1 ID:InOSXDI?zEJa_tKrck6s3Nz9Jrs-H1iUgb2JZe72i5_JbvVVXOVgvkF9yV46VrPOgGz9?ps 5-7-2 5-7-2 Scale = 1:13.6 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.05 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.08 2-4 >853 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 19 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=133/Mechanical, 2=255/0-3-14, 4=43/Mechanical Max Harz 2=88(LC 4) Max Uplift 3=-114(LC 8), 2=-246(LC 4), 4=-59(LC 4) Max Grav 3=133(LC 1), 2=255(LC 1), 4=98(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 3, 246 Ito uplift at joint 2 and 59 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 lb down and 54 lb up at 4-2-15, and 35 Ito down and 54 lb up at 4-2-15 on top chord, and 64 lb down and 32 lb up at 1-4-15, 64 Ito down and 32 Ito up at 1-0-15, and 20 Ito down at 4-2-15, and 20 lb down at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1'.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 2.4=-20 Concentrated Loads (lb) Vert: 6=55(F=28, B=28) 7=-2(F=-1, B=-1) OPQuiN vdo F��,�, do No 68182 b 1ZZ �.� ' S OF : 14/ I Joaquin Velez PE No.68182 MiTek USA, Inc..FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ® WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M&7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Me[( 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 ANSNTPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Insgtute, 218-N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3 � f" 4 Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property P Y Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing, is always required. See BCSI. O_�f16�r C1-2 c2-3 2. Truss bracing must be designed by an engineer. For WEBS 4 O 7y p O= " 3 wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. o O 3. Never exceed the design loading shown and never ay�' U stack materials on inadequately braced trusses. Oo p 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate C7-8 C6-7 C5-8 I— BOTTOM CHORDS designer, erection supervisor, property owner and plates 0- 'he' from outside 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 NUMBEREWLETTERED 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 y protected from Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software Or Upon request. NUMBERS/LETTERS. 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 [CC -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-1311. ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. in all respects, equal to or better than that specified. 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 rely on lumber values 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. p 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards: W1 project engineer before use. ANSUTPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. � is not sufficient. BCSI: Building Component Safety Information, MiTek 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