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1638 MARITIME OAK DR - TRUSSES I. ''1 err COPY ET OFFICE 6r 12.1_,- rr rr`rr Iv-0 1S'16'HEEL H01111 17r Tr h lial 1 r N 12 — 5:12 U 4: jLL�� F z Ee ii `=' ¢ p E - 512 — AiiIII r, 10 i----7-1 e R : o o I° L o N 0. ES N ES 4:12 N El N V 4 U Ee n 5:12 _ w . E E E E E FC E E SECOND FLDOR LAYOUT Tr it Tr IT-5151r HEEL HGHT rr rr rr r S CALE: NTS 6r ,fr • 26e err err r,P WO' arr 2r1>T ITS VT 11'f YF rif/ J ` F14 \//J/ b h /\ b F14 1 F14 b J k 14 b F 6 4 N PH - t b • b F14 c. 4 h MA J + FN b k Tr r^r b FH 1 N 1'117 ." .. .... 1.44 N b 1ww II • a EE b i S N n <� = �. . b F11 • 1.44 C4 2: N b Ftt 1 ¢ F 1 ,xow b i6 1'21? ururol.,ti:.. F13 I� b pO,OS 1.11? 1!"1611.1454 :12 b ,wro W 1-1 E0.1 /J/ b F13 Ot I,T. H F,2 b 2., b - = s..a =r• 4 b Ft2 N _ 1 P - - F11'I re. a rr1 Sr 2' I 111 6e 1T I FIRST FLOOR LAYOUT N 6r , F17 srf lT S CALE: NTS ISP - Cr •` DIAGONAL HIP-GIRDER(KING-JACK) OFFSET I II?TO ALLOW FOR SCABBED 0114.(TYP) B C S IBUILD NG COMPONENT SUPPLY, INC, 4627 JP HALL BLVD. SUITE 20B al GREEN COVE SPRINGS, FL 32043 1., b 0: 904.297.9390 85 n F: 904.529. 1406 BEARING HEIGHTS t.P t E 1 ' _ A5 N OTE D R I .t, * ///// 1 9I- 1 1 /811 i?ry SAI E+p �( �( �( 5.12 i _-.4 1 01- 1 1 8° . _{5:I2IE ii I^ E• .512 zF 5:12 _3 q 6 ///// // N A 0 Er d § /// N A Ft„ 1 I " THIS IS A TRUSS PLACEMENT N DIAGRAM ONLY. 17PITV These trusses are designed as P, individual building components to be incorporated into the building design at e" the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing.The building designer is responsible for temporary SV %��� and permanent bracing of the roof and 13P T SP ORS, r floor system and for the overall \ structure.The design of the truss TEP: �III / support structure including headers, D10-1 IIP , ESEWHTcµ beams, walls, and columns is the DROP TOP GABLE TPI 'II B.1 r __. �FROHFRAMF•c ` responsibility of the building designer. —' For general guidance regarding H BIM CHORD EXTENSION UPPER WALL DETAIL bracing, consult"Bracing of Wood Trusses"available from the Truss Plate / ' Institute, 583 D'Onifrio Drive; Madison, g-\. WI 53179. TM — /I r - �� ATTENTION. e • -?rey t b I c' ..o Refer to truss layout and engineering aH / documents that arrive with delivered : +Y;11IC au TF x o � field trusses. I ; t �� Unless noted otherwise, all beams are u.a Toa Scab 0/H NUM by others. -- Toe-` 44- 21 REVISION DATE c,,tp , \ CHECKED BY 00/00/1 B TO2. /.FGR NATER r _ Imo, I i , ,°,,,—' ,-[ E'Ha. ,. Fn ! �I - �� CLIENT TOLL BROTHERS �_ ,.y Fn •B..LowEREO r r 1/9"SLOPEI F. 'pp Num.gwFTE / IT i I'J FT2• END BLOCK DETAIL rT FT}• \ PERPENDICULAR TO / SUBDIVISION ATLANTIC BEACH Y • ,r FR. N FLOOR SYSTEM b G r 1'tr Fn 1t ,. en Fn MODEL THE FRANKLIN Fp r 7 MAIM ,.., Fi b DROP TOP GABLES LOWERED ADDTN'L NV FOR ELEVATION CARIBBEAN b ' F1 ' UNDER SHEATHING I I I .11 I I \1-/ P' .�. � Roof Truss Connector List 25:25:1- LOT # DRAWN BY ' Manuf Product Qty R E F USP JUS24 14 USP THD26 1 DATE `"ATTENTION FRAMER"` Floor Truss Connector List Oty w ���'''111 /� LAYOUT DIMENSIONS ARE TO EXT FRAME WALLS USP Manuf Product t '1 /l 1 04/17/2018 AND ARE SET A 1/2"IN FROM PLAN DIMENSION. USP MSI-1422 1 I L ��,+// SET EXTERIOR FRAME WALL 5'FROM LISP THD46 8 REF# SLAB PLAN DIMENSION AS SHOWN. 15735 . , .6 -- Lumber desigmit n are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTeks OFFICE CU RE: 15735T0 - The Franklin MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: Toll Brother's Project Name: . Model: The Franklin - Caribbean Lot/Block: 129 Subdivision: Atlantic Beach CC Address: ., . City: Jacksonville State: FL Name Address and License #of Structural Engineer of Record, If there is one,for the building. Name: Lou Pontigo License #: 53311 Address: 420 Osceola Ave., . City: Jacksonville Beach State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC20171TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 60.0 psf This package includes 87 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 T13824544 C1 4/19/18 18 T13824561 E4 4/19/18 12 1113824545 C2 j 4/19/18 119 1T13824562 1E6 j 4/19/18 13 1T13824546 1C3 1 4/19/18 120 (T13824563 I E63 14/19/18 j 4 113824547 C4 4/19/18 21 T13824564 E65 4/19/18 5 113824548 C5 4/19/18 22 113824565 E66 . 4/19/18 6 1T13824549 106 4/19/18 23 1113824566 j E6T 4/19/18 7 1113824550 C7 4/19/18 24 113824567 Fl 4/19/18 8 1T13824551 1 C8 14/19/18 125 11138245681F10 4/19/18 9 1113824552 C9 j 4/19/18 126 1T13824569 Ell 4/19/18 10 1113824553 DT1 1 4/19/18 127 1113824570 1 F12 4/19/18 11 - 1113824554 DT2 1 4/19/18 128 1113824571 j F13 4/19/18 12 1113824555 DT3 4/19/18 129 T138245721 F14 4/19/18 13 1713824556 DT4 1 4/19/18 130 11138245731 F15 4/19/18 14 1T13824557 DT5 1 4/19/18 131' 1T13824574 1 F16 4/19/18 15 1113824558 DT6 4/19/18 132 T13824575 F2 4/19/18 16 T13824559 DT7 4/19/18 33 T13824576 F3 4/19/18 17 T13824560 E23 4/19/18 34 T13824577 F4 4/19/18 The truss drawing(s)referenced above have been prepared by MiTek ,,0%�`PS,A"q,,,,,, USA, Inc. under my direct supervision based on the parameters ,•• �` :146? ", provided by Building Component Supply. se—• • •• S• •:9 ,, • EN �, Truss Design Engineer's Name: Albani, Thomas0 39180 My license renewal date for the state of Florida is February 28, 2019. /jy ,� �' - — 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 13••• S TAT OF .• designs comply with ANSI/TPI 1. These designs are based upon parameters :�.�••• P.'. • �. shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ��,, ••: O R 1 O.••�\`.` fileen to MiTek. Any reference purpose only,and was not ct specific �taken into accincluded nt infor the preparation ofe� i'ti;;/0 N A,;�0% these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer Thomas A.Albani PE No.39380 should verify applicability of design parameters and properly incorporate these designs MITek USA,Inc.FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 Albani, Thomas 1 of 2 J RE: 15735T0 - The Franklin Site Information: Customer Info: Toll Brother's Project Name: . Model: The Franklin - Caribbean Lot/Block: 129 Subdivision: Atlantic Beach CC Address: ., . City: Jacksonville State: FL I No. Seal# Truss Name Date No. Seai# Truss Name Date 35 T13824578 F5 4/19/18 178 T13824621 T26 4/19/18 36 T13824579 F6 4/19/18 79 T13824622 1127 4/19/18 37 T13824580 F7 4/19/18 80 T13824623 1 128 4/19/18 38 T13824581 F8 4/19/18 81 T13824624 1129 4/19/18 39 T13824582 F9 4/19/18 82 T13824625 I T30 4/19/18 40 T13824583 FG1 4/19/18 83 T13824626 T31 4/19/18 41 T13824584 FG2 4/19/18 84 T13824627 T32 4/19/18 42 T13824585 FG3 4/19/18 85 T13824628 1V1 4/19/18 • 43 T13824586 FG4 4/19/18 86 T13824629 j V2 4/19/18 44 T13824587 FG5 4/19/18 87 T13824630 1V3 4/19/18 45 T13824588 FT1 4/19/18 46 T13824589 FT2 4/19/18 47 T13824590 FT3 4/19/18 48 T13824591 HJ1 4/19/18 49 T13824592 HJ2 4/19/18 50 T13824593 HJ3 4/19/18 51 T13824594 HJ4 4/19/18 52 T13824595 HJ5 4/19/18 53 T13824596 T01 4/19/18 54 T13824597 T02 4/19/18 55 T13824598 T03 4/19/18 56 T13824599 T04 4/19/18 57 T13824600 105 4/19/18 58 T13824601 106 4/19/18 59 113824602 107 4/19/18 60 113824603 108 4/19/18 61 T13824604 T09 4/19/18 62 T13824605 T10 4/19/18 63 113824606 T11 4/19/18 64 T13824607 T12 4/19/18 65 T13824608 T13 4/19/18 66 T13824609 1114 1 4/19/18 67 T13824610 11-15 1 4/19/18 68 T13824611 1T16 1 4/19/18 69 T13824612 1117 4/19/18 70 T13824613 T18 4/19/18 71 T13824614 1T19 4/19/18 72 T13824615 1 T20 4/19/18 73 T13824616 1T21 4/19/18 74 T138246171122 4/19/18 75 713824618 1 723 4/19/18 OFFICE C O PY 76 113824619 1T24 4/19/18 77 T138246201125 4/19/18 2 of 2 Job Truss Truss Type r 1 Qty I Ply I The Franklin T13824544 15735T0 C1 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:26:54 2018 Page 1 ID:xndkwnl cFm4gbUrP0Yts7UzRf7s-JDLggizr7bsv?J 1 k8e?5UyioM?SNIiGoIQyLAgzPDdl 1-10-15 1-10-15 3.00 112 Scale=1:9.8 2 2x4 II /1( 3 • 4 2x4 I I 1-10-15 1-10-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toe) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 3-4 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017TTPI2014 Matrix-MR Weight:6 Ib FT=20% I i LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=70/0-3-8,2=50/Mechanical,3=20/Mechanical Max Horz 4=28(LC 12) Max Uplift 2=-21(LC 12) Max Gray 4=70(LC 1),2=50(LC 1),3=34(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25f1;B=40ft;L=54th eave=6fh Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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)2. ,,`���.0%111111i/1i. 0%11s NS% l 1 i/1i. ��•��0..•• ENS •.-1/ •• �• • No 39380 • • ..... . C? 'et,/0 N AV- Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,201 N � 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.this design Is based only upon parameters shown,and is for an Individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and 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 Inman/and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job f Truss Truss Type 4 I Qty Ply I The Franklin T13824545 15735T0 C2 Half Hip Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:26:54 2018 Page 1 ID:xndkwnlcFm4gbUrPOYts7UzRf7s-JDLggizr7bsv?J1 k8e?5UyipP?SNIiGoIQyLAgzPDdl 2-1-1 2-1-1 3.00 FIT Scale=1:9.8 2 2x4 I I 1 co d 3 • 4 2x4 II ! 2-1-1 2-1-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toe) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 3-4 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except(It=length)4=0-3-8. (Ib)- Max Horz 4=28(LC 12) Max Uplift All uplift 100 lb or less at joint(s)2 Max Gray All reactions 250 lb or less at joint(s)2,4,3,3 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25tt;B=40ft;L=54ft;eave=6ft Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2. `,,``O` `F1111M/14 e',,,' • No 39380 • '0 ► • its ,ORI, 1111111 Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 � I Q WARNING-Verify deign parameters and READ NOTES ON THIS AND INCLUDED MIEN REFERANCE PAGE MII-7473 rev.10103@015 BEFORE USE. Design valid for use only with MiTekt)connectors.This design is based only upon parameters shown,and Is for an ktdlvldual 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 indk:ated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Ls always required for stability and to prevent collapse with possible personal inPxy and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type I Qty Ply The Franklin + • T13824546 15735T0 C3 Half Hip Girder 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 5 Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:26:55 2018 Page 1 ID:xndkwnl cFm4gbUrPOYts7UzRf7s-nPu3u2_Uuu_IdScxiM W K1 AFzhPol U9Wy_4hujGzPDdk 2-1-1 2-1-1 5.00 12 Scale=1:12.3 2 2x4 II C.") 0 3 2x4 I! 2-1-1 2-1-1 LOADING (psf) SPACING- 2-0-0 CSI. DE FL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except(jt=length)4=0-3-8. (Ib)- Max Horz 4=40(LC 12) Max Uplift All uplift 100 lb or less at joint(s)2 Max Gray All reactions 250 lb or less at joint(s)2,4,3,3 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2. `,,,,0`0lk011 All/1, • , ,.rr\,V-'E Ns•••-74, •• No 39380 = -o: T-13 • A' • ;mow: o N A�� 0�` Thomas A.Albans PE No.39380 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/73/2015 BEFORE USE. um Design valid for use only with MiTek®connectors.this design is based only upon parameters shown,and is for an IndMdual budding component,not a truss system.Before use,the building designer must verily 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 FVury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Budding Component 6904 Parke East Blvd. Safety Information available from Truss Rate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job I Truss Truss Type I Qty Ply I The Franklin • T13824547 15735T0 IC4 Corner Jack 3 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:26:55 2018 Page 1 ID:xndkwnl cFm4gbUrPOYts7UzRf7s-nPu3u2_Uuu_IdScxiM W K1 AFzcPoGU9Wy_4hujGzPDdk 1-10-15 1-10-15 Scale=1:12.3 5.0012 2 1 011111 2x4 II 1 IIII • 2x4 11 3 1-10-15 I 1-10-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR j Weight:7 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=70/0-3-8,2=50/Mechanical,3=20/Mechanical Max Horz 4=41(LC 12) Max Uplift 2=-27(LC 12),3=-2(LC 12) Max Gray 4=70(LC 1),2=50(LC 17),3=34(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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)2,3. ••,,,` 0111 1111,_. ,,,, •`Z'O ;GE'N <e 4,. No 39380 yt +mss.!' :to • •� lt ',SS'��NA�E��`N• Thomas A.Alban)PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 4 will, I a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/13/2015 BEFORE USE. I 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 Lxickllrtg of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply The Franklin TI3824548' 15735T0 105 Corner Jack 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:26:56 2018 Page 1 ID:xndkwn1cFm4gbUrPOYts7UzR17s-FbSR50?6fC6cFcA7G31Zallo8Ro8XDcm5DkRSFizPDdj 2-1-1 2-1-1 Scale=1:12.3 5.00112 2 , 2x4 iI I. Id 3 2x4 I I 2-1-1 2-1-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 i TC 0.09 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except(jt=length)4=0-4-12. (Ib)- Max Horz 4=40(LC 12) Max Uplift All uplift 100 lb or less at joint(s)2 Max Gray All reactions 250 lb or less at joint(s)4,2,3,3 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25tt;B=40ft;L=54ft;eave=6ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2. to11111111//,_ S. •` `r'�' c E•N S •'9i,'�i '`• •' \, F j% No 39380 • • , 1//I,.°N AV- Thomas A.Alban'PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 � f ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MIF7473 rev.10/032015 BEFORE USE. Design valid for use only with MITekc9 connectors.This design Is based only upon parameters shown,and Is for an IrsdMduat 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 initsy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply The Franklin • • TI3024549 15735T0 C6 Corner Jack 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:26:57 2018 Page 1 I D:xndkwn 1 c Fm4gbUrPOYts7UzRf7s-joOpJkOkQ W ETtmIJgmYo6bKJ2C Uhy3?FSOA?n8zPDdi 2-0-7 2-0-7 Scale=1:12.6 5.00 FIT 2 rl 2x4 I 1 L\ N • rb ,/ 3 411114 2x4 I 2-0-7 2-0-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 3-4 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR j Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=73/0-5-8,2=52/Mechanical,3=21/Mechanical Max Horz 4=42(LC 12) Max Uplift 2=-28(LC 12),3=-1(LC 12) Max Gray 4=73(LC 1),2=52(LC 17),3=35(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=40ft L=54ft;eave=6ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. ,���00111 I 1/fp_ ,,i No 39380 • • •',;(%� •.k o R 1,O?:����• Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 0 WARNING-Very design parameters and READ NOTES ON THIS AND INCLUDED M(TEK REFERANCE PAGE MII-7473 rev.104732015 BEFORE USE. Design valid for use oNy 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 incorrxxate 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 possble personal Injury and properly damage. for general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply The Franklin ► ' T13824550 15735T0 C7 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:26:57 2018 Page 1 I D:xndkwn 1 cFm4gbUrPOYts7UzRf7s-joOpJkOkQ W ETtmlJgmYo6bKKoC U7y3?FSOA?n8zPDdi 1-1-2 1-1-2 5.00 I12 Scale=1:10.6 2x4 II 1100 4 3 2x4 II 1-1-2 1-1-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 4 >999 180 BCLL 0.0 * i Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:4 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-1-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=37/0-5-8,2=27/Mechanical,3=10/Mechanical Max Horz 4=31(LC 12) Max Uplift 2=20(LC 12),3=-7(LC 12) Max Gray 4=37(LC 1),2=30(LC 17),3=18(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=40ft;L=54ft;eave=6ff Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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)2,3. ,,,`�_� % I//iiii11°, lkiNS A- ••. EN S �G • ••147".• 2moi: • • No 39380 • yt • -33 -1.0‘11W7r 4./ s • ,O N A,-e\-4- Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 1 f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE 6611.7473 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 trrcorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of tndMdual 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 inlury and property damage. For general guidance regarding the fabricalkxL storage,delivery,erection and bracing of trusses and truss systems.seeANSI/7111 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bbd. Safety Information mailable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Ory Ply The Franklin • • T13824551 15735T0 C8 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:26:58 2018 Page 1 ID:xndkwnlcFm4gbUrPoYts7UzRf7s-B,aBW40MBpMKUwKWNU31fotT3cpRhWF0g2wYJbzPDdh 2-8-5 2-8-5 Scale=1:14.0 5.00 12 2 2x4 1 h l A 3 4 2x4 I 2-8-5 I 2-8-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (ioc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 I BC 0.09 Vert(CT) -0.00 3-4 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-5 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=99/0-5-8,2=70/Mechanical,3=29/Mechanical Max Horz 4=50(LC 12) Max Uplift 2=-34(LC 12) Max Gray 4=99(LC 1),2=70(LC 1),3=48(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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)2. 001111111/#1,_ ,,`,AP A, 4,9 , .%%,,e-1.••\*GEN :• • T4/ No 39380 yt • Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 mi. a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 145-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milek©connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal k*Jury and property damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type I Qty Ply The Franklin • • TI3824552 15735T0 C9 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:26:58 2018 Page 1 I D:xndkwn1 cFm4gbUrPOYts7UzRf7s-B_aBW 4OMBpM KUwKW N U31 fotUQcpfhW FOg2wYJbzPDdh 2-11-3 2-11-3 Scale=1:12.3 4.00 12 2 \ 2x4 II 1 3 4 2x4 I 2-11-3 2-11-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 3-4 >999 180 BCLL 0.0 . Rep Stress'nor YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 i Matrix-MR Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except(jt=length)4=0-5-8. (Ib)- Max Horz 4=42(LC 12) Max Uplift All uplift 100 lb or less at joint(s)2 Max Gray All reactions 250 lb or less at joint(s)4,2,3,3 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40fh L=54ft;eave=6ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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)2. `,,,,,SPS A' "1...... '' 1i •% .Z• �\G E�N s<ey�i No 39380 • * U :9. ; :u "k4!--44",.4. - '174/0NAE %�. Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MuTck®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 incorfxxate 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 Iryuay and property damage. For general guidance regardng the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Afexarrdrla.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply I The Franklin A. s I T13824553 15735T0 DT1 Flat 1 1 I Job Reference(optional) I Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:26:59 2018 Page 1 I0:xndkwnl cFm4gbUrPoYts7UzRf7s-fA8ZkP1_y7UB64vixBaGBOQfW 09sQzkYvif6sl zPDdg -0-4-8 2-10-12 5-10-8 6-3-0 0-4-8 I 2-10-12 l 2-11-12 0-4-8 3x4= 2x4 H 2x4 I I Scale=1:15.7 1 2 g 3 10 4 5 I 8 7 6 2x4 3x4= 2x4 2-10-12 4-9-8 5-10-8 2-10-12 I 1-10-12 I 1-1-0 I I I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 4 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 I BC 0.08 Vert(CT) 0.00 5 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 6 Na n/a BCDL 10.0 Code FBC2017/TPI2014 I Matrix-P Weight:32 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=118/Mechanical,6=122/Mechanical,7=270/Mechanical Max Horz 8=-68(LC 8) Max Uplift 8=-55(LC 8),6=-32(LC 12),7=-51(LC 9) Max Gray 8=121(LC 18),6=122(LC 1),7=270(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-0-4-8 to 5-0-2,Interior(1)5-0-2 to 6-3-0 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 6)Refer ot etween girder(s)fortruss tot ss connettom chord and ctions.other members. ,,O0011111/is,.. i,,, 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,6,7. `se o ��� .Z• .••GENS'•••9,L . No 39380 it = O.• ►,,_ice •Z/ ;�'�SS( � R1pP`J��„,. • 'i.,0 N A��‘‘.` Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 la , A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 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 Indlvtdual 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. &acing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' , is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems seeANSI/1PI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Intormallon available from Truss Plate Institute.218 N.Lee Sheet.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type I Qty Ply The Franklin • I T13824554 15735TO DT2 Flat I 1 1 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:00 2018 Page 1 I D:xndkwn 1 cFm4gbUrP0Yts7UzRf7s-7Niyxl2cj Rc2kEUuVv5W kDygFQU59Q_h8LPfOTzPDdf 0-4-82-10-12 5-10-8 6-3-0 0-4-8 I 2-10-12 I 2-11-12 1 0-4-8 1 3x4= 2x4 I I 2x4 I I Scale=1:14.7 2 9 3 10 4 5 ,--- I I I II I Tr sl II I 8 7 6 2x4 ' 3x4= aa4 '', 2-10-12 4-9-8I 5-10-8 2-10-12 1-10-12 1-1-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 4 r1/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0.00 5 rVr 120 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:31 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=118/5-10-8,6=122/5-10-8,7=270/5-10-8 Max Horz 8=-62(LC 10) Max Uplift 8=-50(LC 8),6=32(LC 12),7=-47(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-0-4-8 to 5-0-2,Interior(1)5-0-2 to 6-3-0 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,6,7. I ,, , , ,, �� ,� PS A ,, � e, • No 39380 • ��F ."( oA ,�•P•.',N,. A. Thomas A.Alban)PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 t a... A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7073 rev.10473/2015 BEFORE USE. le Design valid for use only with MiTekS connectors.This design is bussed only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the up<licab ility of design rxxameters 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 possbie personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI1 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information avdlable from Truss Plate Institute,218 N.Lee Skeet,Suite 312,Alexandria,VA 22314. I Tanya.FL 33610 Job Truss Truss Type Qty Ply The Franklin e T13824555 15735T0 DT3 Flat 1 1 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:00 2018 Page 1 I D:xndkwn 1 cFm4gbUrPOYts7UzRf7s-7Niyxl2cj Rc2kE UuVv5W kDygFQU59Q_h8LPfOTzPDdt -0-4-8 2-10-12 5-10-8 6-3-0 0-4-8 2-10-12 f 2-11-12 0-4-8 3x4= 2x4 11 2x4 H Scale=1:13.7 1 2 9 3 10 4 5 m 0 N i 8 7 6 2x4 H 3x4 2x4 I 2-10-12 4-9-8 5-10-8 2-10-12 1-10-12 1-1-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 4 rVr 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0.00 5 r/r 120 BCLL 0.0 • Rep Stress lncr YES j WB 0.05 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=117/5-10-8,6=122/5-10-8,7=270/5-10-8 Max Horz 8=-54(LC 8) Max Uplift 8=-45(LC 8),6=-32(LC 12),7=-41(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-0-4-8 to 5-0-2,Interior(1)5-0-2 to 6-3-0 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,6,7. ,,` 0%1111111,��,, .`s,`` •PS.E N A. iZ *• No 39380 ,i1//S;0 N AL .„•‘`‘ � . Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 1 is.. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid tor use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Irxiwdual 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 NTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-$9 and SCSI Bullring Component 6904 Parke East Blvd. Safely Information avdlable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type 1 Qty Ply The Franklin • ► T13824556 15735T0 DT4 Flat !1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:01 2018 Page 1 I D:xndkwnl c Fm4gbUrP0Yts7UzRf7s-bZGK853EUkIV LN343cd1 HRV??pgKutEgM?8DwwzPDde -0-4-8 2-11-4 5-10-8 6-3-0 0-4-8 I 2-11-4 2-11-4 0-4-8 3x4= 2x4 I 2x4 Scale=1:13.7 1 2 9 3 10 4 5 • __I 1 I L— :oo,"...:;:::: Job Truss Truss Type i Qty Ply The Franklin • ` T13824557 15735T0 DT5 Flat '1 ;Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:02 2018 Page 1 I D:xndkwn t c Fm4gbUrP0Yts7UzRt7s-41giM R4tF2tmzXeHcK8_pe2AuDAfdKY_bfumTMzPDdd -0-4-8 2-11-4 5-10-8 6-3-0 0-4-8 2-11-4 2-11-4 0-4-8 1 2x4 2x4 U 2x4 I Scale=1:12.6 2 9 3 10 4 5 2 :❖:':•:❖:❖:•::•:❖::•:•::•;•;•;•;•;•;•;•;•;•;•;•;•;•rcc•;.;cc•-•-•-•;vr.•-••.-•;•;•-•-•-•-•-c•;•;rw-•-rrcr•;.;•-•-•;•-r•;•;•-•-•.;•;•-•.;•-•-•-•;•-•;•-•-c•,.;. s •••• •O.000•ii:::••:�•••i0•�•OJi•O�O•�•O�•i•••iii•••i•�ii••O�•�O•�i��•i•i:•Psi��i••�!,i �i i i i i iii i ii•.•.•i•::.•:::i. .moi��i ii•00••0.01•:::••:::::.••�:�::O•.•.•••.:•.•.•',•:•�•�••Pi i i O�::••::O:i:.•::::::::::A•�••�•:'i �i i i i i••�•�•�•�•�•�•i i i:i:::i::...:::::••i i••�•i i••�•i..•.•.•.•.•.•.•:.:'::.•.::•.•.:•:::::::•.•.•.•.•.:•.•.•.•.•.:•:.•.:•::•:•:::::❖�•�•o•:.•.•.•. �iiiiii000�•OP�•i••ii:i:::••:::•.�•�O�•00�•00����%�...••..•••••••••..••••••••.•.•••.•••.•.••••••••.•..••••::::: •i i•�i i i�•�•�•�•�•�•�•�•�•.:•.•.•.:•.•.•i i.'i:i�•i�•�•�•�•�•�ii:•.•i.•i •.•.•.•.•.•.•.•.•.'.•.•.'�•�•.•.•i�i'i�•i�•��i i i i.•.: •.•.•�•�•.•.•:.•.:• :.•.:i i••..•.•••. �OOi.iii•iiiiii•PPiii•PJi•:i::::i::::•::::•::•�:•:OiJi•�iiiii•::::••.••'::•:•::•i•::•:iO�i•iiiiii:•Oi••,"�,•�•.. I�.OQi�i i i i i Pi i i i Q�!�!•!Q�!�!i i i Qi i i i•!i i•SS!•!i:•!•!::•:i::�!:::i•.••.•!i i i i i i i i�!�iIQQ�!•!i•!•!i Q�!•!�S!•!•!i i•'Q�!i i i i i i•!Q�•c'o:ii�+' 2x4 I I 2x4 H 8 7 6 2x4 Ii 2-11-4 5-10-8 2-11-4 2-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 6-7 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.05 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-R Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 5-10-8. (Ib)- Max Horz 8=-39(LC 10) Max Uplift All uplift 100 lb or less at joint(s)8,6,7 Max Gray All reactions 250 lb or less at joint(s)8,6,6,7 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-0-4-8 to 5-0-2,Interior(1)5-0-2 to 6-3-0 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,6,7. ` .0%1111M/14 , A. .. t�l�\........ <e�, � G S ••"y �• No 39380 * -"0 •CCS ........ '‘‘‘‘%..••0� ,`�. '� `�% , ill Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 � I l A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design h 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 chard members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal 6*ay and properly damage. for general guidance regarding the 6904 Parke East Blvd. fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/IPI t Quality Criteria.05849 and BCSI Bulding Component Ta East 0 Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. mPa Parke Job Truss Truss Type Ory Ply The Franklin • • T13824558 15735T0 DT6 Flat 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:02 2018 Page 1 I D:xndkwn 1 cFm4gbUrPOYts7UzRf7s-41gi MR4tF2tmzXeHcK8_pe2A-DAfdKY_bfumTMzPDdd -0-4-8 2-11-4 5-10-8 6-3-0 0-4-8 2-11-4 2-11-4 0-4-8 Scale=1:12.6 1 2x4 H 2x4 H 2x4 2 9 3 10 4 5 ..........❖.•...❖.❖.•...❖.•.....❖.❖.❖.❖.❖.❖.•...•.•.......•...•.❖..❖....❖..❖....•..❖.•.•..❖.•..•.......:.•.. 2x4 -I 2x4 H s 7 6 2x4 2-11-4 I 5-10-8 2-11-4 2-11-4 LOADING (psf) � SPACING- 2-0-0 CSI. DEFL. in (loe) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 6-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 5-10-8. (Ib)- Max Horz 8=31(LC 11) Max Uplift All uplift 100 lb or less at joint(s)8,6,7 Max Gray All reactions 250 lb or less at joint(s)8,6,6,7 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-0-4-8 to 5-0-2,Interior(1)5-0-2 to 6-3-0 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,6,7. ,`,1%11111111111' �`•�`,MPS A 4Ze,,ee • No 39380 yt •:13 40101111111.„iima CC 1. 9 • J %•F : O • `.._ice '<[/ F Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITeke connectors.this design 8 based only upon parameters shown,and is for an Individual balding 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 dways requited for stability and to prevent collapse with possible personal billy and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1Pl1 Quality Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply The Franklin e ' T13824559 15735T0 DT7 Flat 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:03 2018 Page 1 I D:xndkwn t c Fm4gbUrPOYts7UzRf7s-YyN4Zn4V?M?dbhDTAl fDMsaLld W tMno7gJdJ?ozPDdc -0-4-8 2-11-4 5-10-8 i 6-3-0 I 0-4-8 i 2-11-4 2-11-4 0-4-8 Scale=1:12.6 1 2x4 11 2x4 11 2x4 11 2 g 3 10 4 5 i — — HI •....x.:•:•::•: ::..... ::•:•:.x..•:::::::::::......::: ::::::::❖:::❖:•:•:❖......:::.•.........,.••..••:•..• ..•i.••...•i i.•...•i.•i.•...•i.•..•i i i.........•i.•i i i i......•i..•.•i.•i i.........•.•i.•.•iii•i 1.6..x. 8 2x4 117 2x4 II 6 2x4 11 2-11-4 5-10-8 2-11-4 2-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 1 TC 0.09 Vert(LL) -0.00 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 6-7 >999 180 BCLL 0.0 • Rep Stress Incr YES j WB 0.04 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 5-10-8. (Ib)- Max Horz 8=-23(LC 8) Max Uplift All uplift 100 lb or less at joint(s)8,6,7 Max Gray All reactions 250 lb or less at joint(s)8,6,6,7 FORCES. (Ib)-Max-Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-0-4-8 to 5-0-2,Interior(1)5-0-2 to 6-3-0 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,6,7. oo tt i u i I IIII .`� .- ••••\GENS .,14, 1� No 39380 * r Li. ry.• .i 7 •,0c.(`61 •** \. C k. Iiitimitt- Thomas A.Albani PE No.39380 MiTek USA,Inc.R_Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 T I V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1111.7473 rev.1003/2015 BEFORE USE. hill Design valid tot use only with Mllek®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 a ppilcability of design parameters and property Incorporate this design Into the overall balding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bbd. Safety information avdlable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 1 Job Truss Truss Type I Qty I Ply The Franklin • T13824560 15735T0 E23 Jack-Open ,2 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 B Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:04 2018 Page 1 ID:xndkwnl cFm4gbUrPOYts7UzRt7s-O8xSn757mf7UCrofklASu37UV 1 rp5EkH3zNtXEzPDdb 4-0-0 I 4-0-0 Scale=1:12.4 3.00 FIT 2 0 a 0 2x4 I I O 0 q a I \-;3 4 2A411 4-0-0 I 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.02 3-4 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=152/0-3-8,2=106/Mechanical,3=46/Mechanical Max Horz 4=44(LC 12) Max Uplift 4=-10(LC 12),2=-39(LC 12) Max Gray 4=152(LC 1),2=106(LC 1),3=72(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2. .001111111111. ���• vi%PSA :q<6�••• �• `Z, \G•E•NS'••9�ji°•i • No 39380 1It - .••��`s• . O R `p•• c1• Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,201 a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MS-7473 rev.10103,2015 BEFORE USE. Design valid for use only with MiTek®connectors.this design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verily 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,seeANSl/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312-Alexandria-VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply The Franklin • ' T138245611 15735T0 E4 Jack-Open 6 1 Job Reference(optional) 1 Building Component Supply, Jacksonville,FL-32256, 8.210 S Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:04 2018 Page 1 ID:xndkwn1cFm4gbUrPOYts7UzRf7s-08xSn757mf7UCrofklASu37Uulre5EkH3zNtXEzPDdb 4-0-0 II 4-0-0 Scale=1:16.6 5.00 2 1 12 1' N 2x4 I 1 ob < c, N ill 3 a, 4 2x4 I 4-0-0 4-0-0 Plate Offsets(X,Y)-- (4:0-2-0,0-1-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.25 Vert(LL) -0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.02 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=152/0-3-8,2=107/Mechanical,3=45/Mechanical Max Horz 4=67(LC 12) Max Uplift 2=-48(LC 12) Max Gray 4=152(LC 1),2=107(LC 1),3=72(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 I W W W I/1Il�� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2. ��% PS A- A e 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum %• Ok . �e 0,� sheetrock be applied directly to the bottom chord. �•% •Z• •••�G E•N S'('• 9/y . No 39380 1�t i''�ss��NA�� ��s, Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa R.33610 Date: April 19,201 E 1, I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 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 ai 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 MiRek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Qualify Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply The Franklin 113824562 15735T0 E6 Jack-Open 10 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:05 2018 Page 1 I D:xndkwn 1 c Fm4gbUrPOYts7UzRf7s-UKVr_T61XZFLq?Msl ShhRHgbF R8dgh_QHd6Q3hzPDda 6-0-0 6-0-0 . Scale=1:18.9 5 2 FA ] 4.001-1T 1r 2x4 :I 1 1: 3 ►/ 4 3x4 11 6-0.0 6-0-0 Plate Offsets(X,Y)-- (4:0-2-0,0-0-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.05 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.11 3-4 >608 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.05 2 rVa n/a BCDL 10.0 Code FBC2017/fP12014 Matrix-AS Weight:19 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=232/0-5-8,2=164/Mechanical,3=68/Mechanical Max Horz 4=75(LC 12) Max Uplift 4=-12(LC 12),2=-63(LC 12) Max Gray 4=232(LC 1),2=164(LC 1),3=108(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=40ft L=54ft;eave=6ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 5-6-6,Interior(1)5-6-6 to 5-11-4 zone;end vertical lett 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. `,`�1%%I lit►J/i�' 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2. %O NS A. .d I/O 6)This truss design requires that a minimum of 7/16°structural wood sheathing be applied directly to the top chord and 1/2"gypsum •% p • �e e,� sheetrock be applied directly to the bottom chord. � •Z` G E•N S••.'9 No 39380 • * • • 1►t+r,��ir, Thomas A.Albans PE No.39380 MITek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 mit 0 WARNING-Ver!/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mrt-7473 rev.10/03/2015 BEFORE USE. t 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 Inlury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/TPI l Quality Criteria,DSB-e9 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply The Franklin TI3824563 15735T0 E63 Jack-Open 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:06 2018 Page 1 ID:xndkwnlcFm4gbUrPOYts7UzRf7s-yX3DCp7NIHNCS9x2r9Cw_UCI_gUkZ8EaW Hs_c7zPDdZ 6-0-0 6-0-0 I Scale=1:15.8 5 2 3.00 12 2x4 II O p N I 1 3 4 2x4 I 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loe) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.13 3-4 >526 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.11 3-4 >612 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.05 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS j Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=232/0-3-8,2=164/Mechanical,3=68/Mechanical Max Horz 4=59(LC 12) Max Uplift 4=-76(LC 12),2=-64(LC 12),3=-34(LC 12) Max Gray 4=232(LC 1),2=164(LC 1),3=108(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 5-6-6,Interior(1)5-6-6 to 5-11-4 zone;end vertical left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. ,,krl1 0' 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2,3. PS A. . I1, 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum ,� M ........ �e ee sheetrock be applied directly to the bottom chord. �� \>S1.••::G E '•.4/4 No 39380 • + a: ,(\•aI_/ 1%.* �• • F • . OR10. \ s* ��ssION Ai C Thomas A.Aibant PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Bvd,Tampa FL 33610 Date: April 19,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MI-7473 rev-10.03.2015 BEFORE USE. Design valid for use oNy with MITek®connectors.This design B based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 I Job Truss Truss Type Oty Ply The Franklin • T13824564 15735T0 E65 Jack-Open 7 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:06 2018 Page 1 I D:xndkwn 1 cFm4gbUrPOYts7UzRf7s-yX3DCp7N I H NCS9x2r9Cw_UCkxgTuZ8EaW HS_c7zPDdZ 6-5-0 I 6-5-0 Scale=1:21.9 2 I l 5 5.°°15 .00�12 o rn 2x4 I I Al 44= 3 6-5-0 6-5-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.07 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.15 3-4 >493 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.07 2 n/a ri/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=248/0-5-8,2=176/Mechanical,3=72/Mechanical Max Horz 4=97(LC 12) Max Uplift 4=-4(LC 12),2=-75(LC 12) Max Gray 4=248(LC 1),2=176(LC 1),3=116(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 5-6-6,Interior(1)5-6-6 to 6-4-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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) e connection by ss to plate e of 100 lb ft at )4,2. 6)This truss design requires that a(minimum)off 7/16"structuralbwood sheathing be appliedldiirrectly to thel top chord and 1/2"gypsum ,0- r-S,I Mgt A. 1i�',' sheetrock be applied directly to the bottom chord. ♦♦♦♦ ��� •... eq2 • • No 39380 * ( Ot. Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.10/03/2015 BEFORE USE. iffi• Design valid for use only with MITekt 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. Brachg Indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job I Truss Truss Type Oty Ply The Franklin T13824565 15735T0 1E66 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:07 2018 Page 1 I D:xndkwnl cFm4gbUrPOYts7UzRf7s-Oj dbP97?3aV231 W E Ptj9W ilvfEo5l bUj IxbX8ZzPDdY 6-0-06-5-0 6-0-0 0-5-01 3x6= Scale=1:22.8 7� I 5.00 12 6 = LD 2x4 II • I _ • 5 3x4 3-2-8 6-5-0 3-2-8 3-2-8 Plate Offsets(X,Y)-- )2:0-3-0,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.07 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.15 4-5 >491 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(CT) 0.09 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=248/0-5-8,3=176/Mechanical,4=73/Mechanical Max Horz 5=93(LC 12) Max Uplift 5=-6(LC 12),3=-73(LC 12) Max Gray 5=248(LC 1),3=176(LC 1),4=116(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ff;B=40ft;L=54ft;eave=6ff;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 5-6-6,Interior(1)5-6-6 to 6-0-0,Exterior(2)6-0-0 to 6-4-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `, ii� 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,`O_ PS A A. A 0, will fit between the bottom chord and any other members. Ns rA, tS • , 6)Refer to girder(s)for truss to truss connections. ,� � .•• C E N s•••'9iL�,'• 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,3. • k •• V F .•. • 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum No 39380 sheetrock be applied directly to the bottom chord. • 13• ' `S••• 0R1.0.•'o,.. �-'1. 0 N A�E���. Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 � 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MITeke connectors.-this design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall 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 properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Qualify Criteria,DSB-89 and BCSI BuIding Component 6904 Parke East Blvd. Safety Information available from Sias Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,Fl.33610 Job Truss Truss Type Qty Ply The Franklin T13824566 15735T0 E6T Jack-Open 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:08 2018 Page 1 ID:xndkwnlcFm4gbUrPOYts7UzRf7s-uvBzcU8dqudvhS5RzaFO3v16Qe7012kszbL4gOzPDdX 2-5-10 6-0-0 2-5-10 3-6-6 Scale=1:18.9 7 2 4.00 12 0 N N r- c:1 0 4I 4x6% — 3x4 11 3 )-(Id _ — 1 5 2x4 11 6 2x4 2-5-10 6-0-0 2-5-10 3-6-6 Plate Offsets(X,V)-- (4:0-2-0,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 i Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.06 3-4 >999 240 MT20 244/190 TCDL 10.0 1 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.13 3-4 >536 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) 0.03 2 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS I Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2'Except` BOT CHORD Rigid ceiling directly applied. 4-5:2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=267/0-5-8,2=153/Mechanical,3=87/Mechanical Max Horz 6=75(LC 12) Max Uplift 2=-54(LC 12) Max Gray 6=267(LC 1),2=153(LC 1),3=124(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 5-6-6,Interior(1)5-6-6 to 5-11-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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. `00011111114 4) Refer to girder(s)for truss to truss connections. ,,% NS A. A ,j� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2. %% o .........<B 00, 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2'gypsum •` • •,r\` ••• GE N$,.•,9,/,,i sheetrock be applied directly to the bottom chord. • No 39380 --0: 'Gtr 1,,••' C.`,:-...•O A I O•• � `.. ,',',s�ONA� \A •N Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-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 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 Malek Is always required for stability and to prevent collapse wtth possble personal t1ply and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1P11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information avdiable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. , Tampa.FL 33610 Job Truss Truss Type Qty Ply The Franklin • • T13824567 15735TO Fl Floor 2 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:09 2018 Page 1 I D:xndkwnl cFm4gbUrPOYts7UzRf7s-M51Lgg9GbCImJcgdXlmdb7qEP2LkmOLOCF4eCSzPDdW 0-1-8 I 1-3-0 1-10-0 Scale.1:23.3 4x6= 4x6= 1.5x3= 1.5x3 II 1.5x3= 1 2 3 4 5 6 7 9 9 _I• a e e 16 17 q e o P d 1 '-;-1N_ e e e X 14 13 12 11 10 9 4x6= 1.5x3 II 4x6= 1.6-0 i 4-0-0 I 6-7-8 6r11 9-10-0 i 12-4-0 I 13-10-0 1-6-0 2-6-0 2-7-8 3- 2-11-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- 11:Edge,0-1-8],[3:0-1-8,Edge),[7:0-1-8,Edge],[11:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.14 10-11 >999 360 MT20 244/190 TCDL 10.0 I Lumber DOL 1.00 i BC 1.00 Vert(CT) -0.20 10-11 >796 240 BCLL 0.0 1 Rep Stress Incr YES WB 0.49 Horz(CT) 0.03 8 rda n/a 1BCDL 10.0 ! Code FBC2017/TP12014 Matrix-S Weight:72 lb FT=20%F,11%E t LUMBER- BRACING- TOP CHORD 2x4 SP No.2(tlat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:12-13 1-4-12 oc bracing:11-12. REACTIONS. (lb/size) 15=809/0-5-8,8=809/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-802/0,7-8=-798/0,1-2=-798/0,2-3=-1850/0,3-4=-2245/0,4-5=-2245/0, 5-6=-1857/0,6-7=-796/0 BOT CHORD 13-14=0/1468,12-13=0/2245,11-12=0/2245,10-11=0/2163,9-10=0/1478 WEBS 7-9=0/1026,1-14=0/1028,6-9=-948/0,2-14=-931/0,6-10=0/527,2-13=0/541, 5-10=-426/0,3-13=-620/0,5-11=-94/370 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. `.0‘11111111111' 4)CAUTION,Do not erect truss backwards. ,,,%0_A NS A. A i e,', �•N •••�G E•N S••./A,°., . NZ` \, F •• 4. No 39380 ,,'iSS�0NA1-�• ��• Thomas k Aibanl PE No.39380 Mffek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 A WARNING-Verify dee gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/0312015 BEFORE USE. 1111 Design valid for use only with Mitek®connectors.Ibis 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. Placing 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.seeANSbTP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 _ i Job Truss Truss Type Oty Ply The Franklin • T13824568 15735T0 F10 Floor r2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:09 2018 Page 1 ID:xndkwnlcFm4gbUrPOYts7UzRf7s-M51Lgg9GbClmJcgdXlmdb7qLK2ZemTo0CF4eCSzPDdW 0-3-15 3x6 I I 3x4 I I, 3x6 11 I 1-3-0 2 1-5-1 3 11,x3 II 4 Scale=1:9.3 '.' • q / I � . 1/. • 1.5x3 II 3x4- 3x4— 4410 8 7 6 3x4 II 0-3-151 2-9-0 3-0-0 1 4-10-8 0-3-15 2-5-1 0-3-0 1-10-8 Plate Offsets(X,Y)-- (6:0-1-8,Edge),(7:0-1-8,Edge) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d I PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.14 Vert(LL) -0.01 6 >999 360 MT20 244/190 TCDL 10.0 1 Lumber DOL 1.00 BC 0.11 Vert(CT) -0.01 6 >999 240 BCLL 0.0 Rep Stress lncr YES WB 0.14 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 i Code FBC20171TPI2014 Matrix-S Weight:29 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-10-8 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=261/0-5-8,1=261/0-3-7 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 1-7=0/293,4-6=0/294 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3°)nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION,Do not erect truss backwards. `tt‘0 11111111' ,, �0 GENS A.... ,..4:49..47,.,.. .'9�,', No 39380 • 9. 1i a • <u DoT•' ti---n V-... 0.• •• i, •Fo n••.. . �`• �ei,,,5,,0 N AV E„0%. Thomas A.Alban(PE No.39380 MITek USA,Inc.FL Cert 6694 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. 1111 Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent bucking of Indlvkfual truss web and/or chord members only. Additional temporary and permanent bracing MiTek‘ is always required for stability and to prevent collapse with possble personal telly and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/WW I Quallty Crtterta,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type I Qty Ply The Franklin e • T13824569 15735T0 Fl1 Floor Supported Gable 11 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:10 2018 Page 1 I D:xndkwn 1 cFm4gbUrPOYts7UzRf 7s-rI Ik1 AAuMVtdwmFp4?HsSKNXpSwGVxg9RvgBIuzPDdV 0-1-H 8 0-1-8 Scale=1:36.9 3x4= 3x4= 3x6 FP= 3x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 o _ p{ ° - ° b 7M el a s 41400r :1-9 &1 tt•Y _ :11 :12M"I-" - r - . •••2 2••♦2•.:.•••••:ii i:55:::2•::•••••.•.•••.:2.2.2.2.•:••.•i.•i.i;iiiiiiiiiiiiiii i i i.:;..•. •;••••:•••.••;•••;•:.,,1,.,•.... • •.••;•;•;•.••.•. 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x4= 3x4= 3x6 FP= 3x4= 3x4= 3x4= 22-2-0 22-2-0 Plate Offsets(X,Y)-- ]8:0-1-8,Edge],[19:0-1-8,Edge],[21:0-1-8,Edge],[29:0-1-8,Edge],[37:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 29 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:105 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 22-2-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)38,20,37,36,35,34,32,31,30,29,28,27,26,25,24, 23,22,21 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. `,,�4111111111j,, �`,, PS.......IA�e,,,` No 39380 L . le l0•••" f' -- •40 4. o ,7`�SS��NA�E G• 1111 n 1 Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6834 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.10413/1015 BEFORE USE. Et Design valid for use only with MlTek0 connectors.This design Is based only upon parameters shown,and is for an individual building component.riot a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Indlvkival truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/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 33610 Job Truss Truss Type Qty Ply The Franklin T13824570 15735T0 F12 Floor 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:11 2018 Page 1 ID:xndkwnl cFm4gbUrPOYts7UzRf7s-JUs6FW BW 7p?UYwq?ejo5hYwW Yr5yEBMJgZZIHLzPDdU 0-1-8 1-3-0 1-5-0 0-1 8 H Scale=1:37.5 5x6= 4x6= 5x6= 1.5x3= 4x6= 4x6= 3x6 FP= 4x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 • • m— / X / N / X /I N / N ./-.'X /''\ /7.73-r- IR 224 23 22 21 20 19 18 17 16 15 14 13 12 4x6= 5x6= 4x6= 3x12 M18SHS FP= 1.5x3 II 1.5x3 H 4x6= 5x6= 4x6= 1-6-0 4-0-0i 6-6-0 9-0-0 13-2-0 15-8-0 18-2-0 i 20-8-0 22-2-0 1-6-0 2-6-0 2-6-0 2-6-0 4-2-0 2-6-0 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[5:0-1-8,Edge],[6:0-1-8,Edge],[11:0-1-8,Edge],[12:Edge,0-1-8],[13:0-2-12,Edge],[15:0-1-12,Edge],[21:0-1-12,Edge],[23:0-2-12,Edge], [24:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 I Plate Grip DOL 1.00 TC 0.87 Vert(LL) -0.47 17-18 >555 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(CT) -0.71 17-18 >370 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.11 12 rt/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:114 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat)'Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 8-11:2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 24=1309/0-5-8,12=1309/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-24=-1299/0,11-12=-1299/0,1-2=-1364/0,2-3=-3450/0,3-4=-4889/0,4-5=-5704/0, 5-6=-5944/0,6-7=-5704/0,7-9=-4889/0,9-10=-3449/0,10-11=-1364/0 BOT CHORD 22-23=0/2556,21-22=0/4291,19-21=0/5434,18-19=0/5944,17-18=0/5944,16-17=0/5944, 15-16=0/5434,14-15=0/4291,13-14=0/2556 WEBS 11-13=0/1763,1-23=0/1763,10-13=-1658/0,2-23=-1658/0,10-14=0/1243,2-22=0/1243, 9-14=-1170/0,3-22=-1170/0,9-15=0/832,3-21=0/832,7-15=-759/0,4-21=-759/0, 7-16=0/541,4-19=0/541,6-16=-644/127,5-19=-644/127 NOTES- 1)Unbalanced floor live loads have been considered for this design. ,,,�\ I W W W I ig t,' 2)All plates are MT20 plates unless otherwise indicated. ss A. , I,�,' 3)All plates are 3x4 MT20 unless otherwise indicated. se 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. �� .• \Cr E N 3••.'92 . Strongbacks to be attached to walls at their outer ends or restrained by other means. k V F / No 39380 I. * r -0 • * • T. Cl %o• P .. . �•,� •,. p R I O, � `.% F ,�` •hitt �O N AL`\SS ' Thomas A.Albanl PE No.39380 MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/032015 BEFORE USE mit I 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 applicabtity 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_ 1 is always required for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regarding the , fabrication,storage.delivery.erection and bracing of trusses and truss TWs systems,seeANSI/ 1 Quality Criteria,DSB-$9 and SCSI Building Component 6904 Parke East Blvd. Safely Information avdlable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria-VA 22314. Tampa,FL 33610 I Job Truss Truss Type Qty Ply The Franklin ' T13824571 1573510 F13 Floor 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:12 2018 Page 1 I D:xndkwn t cFm4gbUrPOYts7UzRf7s-ngQUSsB8u77LA4PCCQJKDISivFQYzePSuDJ I pnzPDdT 0-1-8 HI 1-3-0 1-1-14 I Scale=1:36.5 5x6= 3x6= 1.5x3= 4x6= 3x6= 3x6 FP= 4x6= 6x8= 1 2 3 4 5 6 7 8 9 10 11 .25 t / q 23 22 21 20 19 18 17 16 15 14 13 12 4x6= 5x6= 4x6= 3x12 M18SHS FP= 1.5x3 I 1.5x3 I 4x6= 5x6= 1-6-0 , 4-0-0 6-6-0 9-0-0 12-10-14 15-4-14 17-10-14 20-4-14 21-10-14 i 1-6-0 2-6-0 2-6-0 2-6-0 3-10-14 2-6-0 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- (1:Edge,0-1-8),(5:0-1-8,Edge),(6:0-1-8,Edge),(11:0-3-0,Edge),(13:0-2-12,Edge),(15:0-1-12,Edge),(20:0-1-12,Edge),(24:Edge,0-1-8) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.45 17-18 >572 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(CT) -0.68 17-18 >381 240 i M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.11 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:114 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat)`Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 8-11:2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP No.1(flat)'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 12-21:2x4 SP SS(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 24=1293/0-5-8,12=1299/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-24=-1284/0,11-12=-1288/0,1-2=-1346/0,2-3=-3400/0,3-4=-4807/0,4-5=-5590/0, 5-6=-5811/0,6-7=-5590/0,7-9=-4807/0,9-10=-3400/0,10-11=-1344/0 BOT CHORD 22-23=0/2522,20-22=0/4225,19-20=0/5337,18-19=0/5811,17-18=0/5811,16-17=0/5811, 15-16=0/5337,14-15=0/4224,13-14=0/2524 WEBS 11-13=0/1790,1-23=0/1740,10-13=-1640/0,2-23=-1635/0,10-14-0/1219,2-22=0/1221, 9-14=-1146/0,3-22=-1147/0,9-15=0/810,3-20=0/810,7-15=-737/0,4-20=-737/0, 7-16=0/515,4-19=0/515,6-16=-596/132,5-19=-596/131 NOTES- 1)Unbalanced floor live loads have been considered for this design. ,,�1111I It1/gS, 2)All plates are MT20 plates unless otherwise indicated. i% s A. 'I, 3)All plates are 3x4 MT20 unless otherwise indicated. `,�OMP........q�e ��j� 4) Refer to girder(s)for truss to truss connections. s%�� ,••\G E N,'• /,y . 5) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. \ F•••, Strongbacks to be attached to walls at their outer ends or restrained by other means. No 39380 6)CAUTION,Do not erect truss backwards. \ ' � -, ,- OR ." N % , • E�1,,,W•ONA` %% iiiiiiiii10 Thomas A.Alban'PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 -- A WARNING-Wally design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.1O43/2015 BEFORE USE. pit Design valid for use only with MITek®connectors.lids 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 fhb 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 fabrIcatlon,storage,delivery,erecilon and bracing of trusses and truss systems,seeANSl/iPal Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informaton available from Truss Plate Institute.218 N.Lee Skeet.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job I Truss Truss Type Qty Ply The Franklin I T13824572 15735T0 F14 Floor 10 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:13 2018 Page 1 ID:xndkwnl cFm4gbUrPOYts7UzRt7s-Ft_sgCCmfQFCnD_Om8gZmz?tcfkFi71 b7t2rLDzPDdS 0-1-8 F 1-3-0 11-0-121 F_1-9-12 I Scale=1:48.9 4x6= 4x6= 1.5x3= 3x6= 1.5x3 II 3x6 FP= 8x10= 1.5x3 H 3x6= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 , % . -,--- . . g.7/.\/_I :11 3"I.:. \ WI\ it N --. Io 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 4x6= 1.5x3 I I 3x6 FP= 4x6= 4x6= I.5x3 I I 4x6= 23-9-0 I1-6-0 i 4-0-0 6-6-0 l 11-6-12 14-0-12 16-6-12 17-11-4 19-3-12 21-9-12 23-5-10 25-1-8 27-7-8 29-1-8 1-6-0 2-6-0 2-6-0 5-0-12 l 2-6-0 2-6-0 1 1-4-8 1-4-8 2-6-0 i 1-7-14 0-316 1.4.8 I 2-6-0 1-6-0 Plate Offsets(X,Y)-- 11:Edge,0-1-81,[6:0-1-8,Edgej,[7:0-1-12,Edgej,f12:0-1-8,Edgej,[18:0-1-8,Edgej,f23:0-2-8,Edgej,[28:0-1-8,Edgel I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.21 28-29 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(CT) -0.31 28-29 >688 240 BCLL 0.0 Rep Stress lncr YES WB 0.76 Horz(CT) 0.04 22 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:151 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(flat)'Except' except end verticals. 16-25:2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 32=915/0-5-8,16=426/0-5-8,22=2118/0-3-8 Max Gray 32=943(LC 3),16=540(LC 4),22=2118(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-32=-935/0,15-16=-535/0,1-2=-951/0,2-3=-2280/0,3-4=-2977/0,4-5=-2972/0, 5-6=-2972/0,6-7=-2466/0,7-8=-1294/0,8-10=0/968,10-11=0/1385,11-12=631/669, 12-13=-975/283,13-14=-975/283,14-15=-487/0 BOT CHORD 30-31=0/1764,29-30=0/2753,28-29=0/3119,27-28=0/2972,26-27=0/2972,24-26=0/2000, 23-24=-306/525,22-23=-2173/0,21-22=-2173/0,20-21=-992/276,19-20=-283/975, 18-19=-283/975,17-18=-53/872 WEBS 10-22=-2075/0,1-31=0/1227,10-23=0/1604,2-31=-1131/0,8-23=-1488/0,2-30=0/718, 8-24=0/1121,3-30=-657/0,7-24=-1031/0,3-29=0/311,7-26=0/703,6-26=-827/0, 4-28=466/129,6-27=0/285,15-17=0/648,10-21=0/1120,14-17_536/109, 11-21=-1005/0,14-18=-313/141,11-20=0/689,12-20=-770/0 `,,�\11111Iigg1 NOTES- �%%•`�P,S A. Azo.,0, 1)Unbalanced floor live loads have been considered for this design. `%:‹,e�'�\G•E N$;Z 2)All plates are 3x4 MT20 unless otherwise indicated. \' F •• / i 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. No 39380 Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 12..• 'QZ V O •�ri�i f (v Ii(� � P . . e • . OR1�.• S_%CI Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,201E a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. mit Design valid tor use only with MITek®connectors.Ibis design is based only upon parameters shown,and Is for an individual balding component,not a truss system.Before use,the building designer muss verify the applicabliity 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 Milek is always required for stability and to prevent collapse with possble personal missy and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee sheet.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply I The Franklin T13824573 15735T0 F15 Floor Supported Gable 1 1 j Job Reference(optional) 1 Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:14 2018 Page 1 I D:xndkwn 1 cFm4gbUrPOYts7UzRf7s-j3YEtYDOQkN3PNYaJrMol AXDm3HD RIgI MXoPufzPDd R 0-1-8 0-1-8 Scale=1:48.6 3x4= 3x4= 3x6 FP= 3x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 # p b �J 1I ;r}I "tl p tl 1I if 8 tJ BC/// I,t.; 1‘.? at9ii a a R m R R 0 0 4 A R 5 0 0 R l9 '+ SD48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 3x4= 3x4= 3x6 FP= 3x4= 3x4= 3x4=-- 1 I 2918 I 29-1-8 Plate Offsets(X,Y)-- (11:0-1-8,Edge],(24:0-1-8,Edgej,(26:0-1-8,Edge],(39:0-1-8,Edge],(47:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.04 Horz(CT) -0.00 39 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:133 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 29-1-8. (lb)- Max Gray All reactions 250 lb or less at joint(s)48,25,47,46,45,44,43,42,41,40,39,37,36,35,34, 33,32,31,30,29,28,27,26 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ",`11111111111,,, `���o�p,S A q��•�i•,i ,.` •• �GENs .'T�j, " No 39380 * -- •• •� :0, 4 — e•, "..**. , • #,,�, • GR1 •• "ie`'S `s se „ O N AL E�•` � /111!Ito- Thomas A.Alban)PE No.39380 MITek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 Imit Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. Design valid for use only with MITekaa connectors.this design Is based only upon parameters shown,and is for an individual butding 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 Indtvkival truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/TP11 Quality Criteria,DSB-89 and SCSI Butid ng Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tanya.FL 33610 Job Truss Truss Type ` Qty Ply The Franklin • • T13824574 15735T0 F16 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:14 2018 Page 1 I D:xndkwn 1 cFm4gbU rPOYts7UzRf7s-j 3YEtYDOOkN3PNYaJrMol AXDj 3HC RIgI MXoPufzPDdR 0, 8Li 0�f8 Scale=1:22.8 4— 1 2 3 4 5 6 7 8 9 10 11 • r — — 24 c3 -a — i e 4 TiNN\ ,., . . . 1-; -! - ...i.v..........................,.•,.•.•iii.,.i i i i.d:...........................O.O.......•,•,.,.,.,•.....i i•i•i i;•;•X: %i'i'i•i;:X i i;*.•;•:•X:::O.:i i: l'l•:i•i i e;::::X::•:':i' _ 22 21 20 19 18 17 16 15 14 13 12 3x4= 3x4 = 3x4= 1-6-12I 2-10-12 4-2-12 I 5-6-12 6-10-12 i 8-2-12 9-6-12 10-10-12 12-2-12 13-10-0 1-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-7-4 Plate Offsets(X,Y)-- (21:0-1-8,Edge) , LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 12 n/a rVa BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:64 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 13-10-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)22,12,21,20,19,18,17,16,15,14,13 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ,, 111111//111' ` , • • No 39380 Li. jCC.7. Thomas A.Albani PE No.39380 MITek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 I _ 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. I 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 paaneters and properly hcort orate 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 ksrxy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems seeANSI/7PtI Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdiabie from Truss Plate Institute,218 N.Lee Street,State 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply The Franklin • TI3824575 15735T0 F2 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:15 2018 Page 1 ID:xndkwnlcFm4gbUrPOYts7UzRf7s-BF6d4uE1 B2Vw1 X7ntYt1 rO4BITSWA2VuaBXyQ6zPDdQ 0-1-8 H I 1-3-0 I 1-11-0 I 0-N1.8 Scale:3/8"=1' 4x6= 4x6= 4x6= 1.5x3= 4x6= 1.5x3 I 3x6 FP= 1.5x3= 1 2 3 4 5 6 7 8 9 10 22 X./r- x�ZN; 23 Y —I- ° • ° �'� 20 19 18 17 16 15 14 13 12 4x6= 3x6 FP= 4x6= 1.5x3 I I 4x6= 4x6= 1-6-0 4-0-0 6-6-0 9-1-85- 12-5-0 14-11-0 17-5-0 18-11-0 1-6-0 2-6-0 2-6-0 2-7-8 d-4-b 2-11-8 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-81,[4:0-1-8,Edge],[10:0-1-8,Edge],[15:0-1-8,Edge] LOADING (pst) SPACING- 2-0-0 CSI. , DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.95 Vert(LL) -0.29 14-15 >772 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(CT) -0.44 14-15 >509 240 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.07 11 Ina n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:97 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2(flat)*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 11-19:2x4 SP SS(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 21=1114/0-5-8,11=1114/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-21=-1104/0,10-11=-1105/0,1-2=-1143/0,2-3=-2829/0,3-4=-3858/0,4-5=-4273/0, 5-6=-4273/0,6-7=-3867/0,7-9=-2826/0,9-10=-1143/0 BOT CHORD 18-20=0/2135,17-18=0/3463,16-17=0/4273,15-16=0/4273,14-15=0/4189,13-14=0/3473, 12-13=0/2132 WEBS 10-12=0/1476,1-20=0/1476,9-12=-1376/0,2-20=-1380/0,9-13=0/965,2-18=0/965, 7-13=-900/0,3-18=-882/0,7-14=0/548,3-17=0/623,6-14=-453/0,4-17=-772/0, 6-15=-208/502,4-16=-97/258 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless ed. 3)Recommend 2x6 strongbacks,on edgeotherwise spac dtatt 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. ,,O`A`Ps A.A4 iii• Strongbacks to be attached to walls at their outer ends or restrained by other means. ,o. r ° e No 39380 :�• ' l.,. -71F :4/z --, 4\-,4..- - '.,, S••••OR1v.• cam`.` ,-,1„ iONA��A0 mitimThomas A.Nbanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE MII-7473 rev.1883,2015 BEFORE USE. mil Design valid for use only with Miieke 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 verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type , 1 Qty Ply The Franklin T13824576 15735T0 F3 Floor 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:16 2018 Page 1 I D:xndkwn 1 cFm4gbUrPOYts7UzRf7s-fSg?I DEfyLdnehizRGOGObdM2somvUP2prHVyYzPDdP 0-1-8 HI 1-3-0 I 1-11-0 Scale=1:31.6 4x6= 1.5x3= 4x6= 1.5x3 1 3x6 FP= 4x6= 4x6= 1 2 3 4 5 6 7 8 9 10 J22 T,NI 1-2,, -.4., . . J;x_I- Jr;. a I i - - - o • 20 19 18 17 16 15 14 13 12 4x6= 3x6 FP= 4x6= 1.5x3 II 4x6= 4x6= 1-6-0 4-0-0 { 6-6-0 9-1-8 $-5-g 12-5-0 I 14-11-0 17-5-0 I 2-11-8 18-11-0 1-6-0 2-6-0 2-6-0 2-7-8 4- 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8),(4:0-1-8,Edge),[15:0-1-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 j TC 0.95 Vert(LL) -0.29 14-15 >772 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(CT) -0.44 14-15 >509 240 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.07 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:97 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2(flat)'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 11-19:2x4 SP SS(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 21=1114/0-5-8,11=1120/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-21=-1104/0,10-11=-1109/0,1-2=-1143/0,2-3=-2829/0,3-4=-3858/0,4-5=-4273/0, 5-6=-4273/0,6-7=-3867/0,7-9=-2827/0,9-10=-1141/0 BOT CHORD 18-20=0/2135,17-18=0/3463,16-17=0/4273,15-16=0/4273,14-15=0/4189,13-14=0/3473, 12-13=0/2134 WEBS 10-12=0/1520,1-20=0/1476,9-12=-1381/0,2-20=-1380/0,9-13=0/963,2-18=0/965, 7-13=-898/0,3-18=-882/0,7-14=0/548,3-17=0/623,6-14=-453/0,4-17=-772/0, 6-15=-208/502,4-16=-97/258 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 00111111//l,,� 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. :;0,1k.' p.S A. ,q� I,'�i Strongbacks to be attached to walls at their outer ends or restrained by other means. e 4)CAUTION,Do not erect truss backwards. •.` •• %• ••‘tvrENS• .'9� ,�yr F No 39380 -0: der► :o••. `� �/ 4' . _ �' •,, O R ` •0• •�ss lit /0 N A� ‘.•` Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. M. Design valid for use only with MiTeky)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 verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tanga,FL 33610 Job Truss Truss Type l Qty Ply The Franklin T13824577 15735T0 F4 Floor Supported Gable 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:17 2018 Page 1 ID:xndkwnlcFm4gbUrPOYts7UzRf7s-7eENVZFHifineGrH9?zvVwp9kuGJve6QB2V03U_zPDdO OTHI 8 Scale=1:18.6 3x4= 3x6= 1 2 3 4 5 6 7 8 9 10 11 o e • • - • a { 22 �� — — — — — — //: • 4 4 A m\ -� A e///(///1 . , 21 • 20 19 18 17 16 15 1413 12 3x4= 3x4= 3x4= 3x4 i'. 11-3-9 11-3-9 Plate Offsets(X,Y)-- 11:0-0-12,0-0-01,12:0-0-9,0-0-a 113:0-1-8,Edge),120:0-1-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) n/a - Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Inc( YES WB 0.03 Horz(CT) -0.00 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:57 lb FT=20%F,1146E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.3(flat) 10-0-0 oc bracing:20-21,12-13. REACTIONS. All bearings 11-3-9. (Ib)- Max Gray All reactions 250 lb or less at joint(s)21,12,20,19,18,17,16,15,14,13 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. ,,,11111111111'' . �PSA.EN q:•V,1, No 39380 • r * CC: �� . ,+/' J• i •d• FS• . O R IC) - ��,: Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 r, NI I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-7473 rev.10/032015 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 rxxameters and properly Incorporate this design into the overall building design. Brachg Indicated Is to prevent buckling of indlvkivat truss web and/or chord members only. Additional temporary and permanent bracing MITek • is always required for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAN$l/IPI1 Quality Criteria,058$9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa.FL 33610 !i Job I Truss Truss Type 'I Oty Ply The Franklin T13824578 15735T0 1F5 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:17 2018 Page 1 ID:xndkwnl cFm4gbUrP0Yts7UzRf7s-7eENVZFHifineGrH9?ztygrp9fwGF9e1 tB2V03U_zPDdO 1-3-0 0-8-8 1 3x6= 2 1.5x3 H 3 1.5x3 H 4 Special Special Special Scale=1:8.1 0 e 3x4= 3x4= 8 7 6 3x411 3x4 I'. 3-11-8 3-11-8 Plate Offsets(X,Y)-- [6:0-1-8,Edge],[7:0-1-8,Edge),[8:Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) -0.01 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.26 Vert(CT) -0.01 7-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(CT) 0.00 5 Na n/a BCDL 10.0 i Code FBC2017/TPI2014 Matrix-S Weight:24 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=571/0-3-8,5=571/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-556/0,4-5=-556/0,1-2=-568/0,2-3=-568/0,3-4=-568/0 BOT CHORD 6-7=0/568 WEBS 4-6=0/683,1-7=0/683,2-7=-357/0,3-6=-357/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Special hanger(s)or other connection device(s)shall be provided starting at 0-1-8 from the left end to 3-10-0 sufficient to connect truss(es)to front face of top chord. The design/selection of such special connection device(s)is the responsibility of others. LOA C (S) ‘11 1))Dead A+Floor Live Standard (balanced):Lumber Increase=1.00,Plate Increase=1.00 ,%�% t�,NS 1 A., 'I11 Uniform Loads(plf) ,�• Qr' . �e �j� Vert:5-8=-20,1-4=-288 ♦ r . ' C E•N • No 39380 • yt • 9 _-•_�.F • to SS�0NAL ��0 �ilIIf� Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 r r A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7073 rev.10/03/2075 BEFORE USE. tit 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 to stability and to prevent collapse with possible personal Ir*Jry and properly damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply The Franklin T13824579 15735T0 F6 Floor 1 1 , Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:18 2018 Page 1 I D:xndkwn 1 cFm4gbUrPOYts7UzRf7s-cgnljvGvTzuVu?sMYhQkT0ip8gbaN W mLH9mc 1 RzPDdN 0-3-15 I 1-2-12 I l 1-3-0 I I 1-4-12 Scale=1:14.3 3x6 11 1.5x3 H 3x6= 1 2 3x6 3 4 37(4= 12 5 i I I • / I J I • 11 11 9 8 7 3x4= 1.5x3 II 3x4= 1.5x3 11 3x6= 3x4 II 10-3-151 1-9-11 6-1-0 I 7-7-0 0-3-15 1-5-12 4-3-4 1-6-0 Plate Offsets(X,Y)-- (2:0-1-8,Edge),(4:0-1-8,Edge),(9:0-1-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) -0.02 8 >999 360 1 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.32 Vert(CT) -0.02 8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:45 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=397/0-5-8,1=318/0-3-7,10=133/0-3-8 Max Uplift 10=49(LC 8) Max Gray 6=397(LC 1),1=375(LC 8),10=344(LC 7) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 5-6=-390/0,1-2=-361/0,2-3=-550/0,3-4=-547/0,4-5=-312/0 BOT CHORD 9-10=0/335,8-9=0/547,7-8=0/547 WEBS 1-10=0/464,2-10=-377/0,5-7=0/415,2-9=0/348,4-7=-319/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 49 lb uplift at joint 10. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of 5)CAUTION,Do not erect op chord truss backwards.and first diagonal or vertical web shall not exceed 0.500in. ,,%%t 001111111/1,_. ,',, • No 39380 = . }•J Ifiir :cli.:7 'Hsi litit•- Thomas A.Albani PE No.39380 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 A WARNING-Welty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10103/2015 BEFORE USE. pa Design veld 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,seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdiabie from Truss Plate Institute,218 N.Lee Street,sate 312.Alexandria.VA 22314. Tanga,FL 33610 Job Truss Truss Type Qty Ply The Franklin T13824580 15735T0 F7 Floor 1 1 ,Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:18 2018 Page 1 ID:xndkwnlcFm4gbUrPOYts7UzRf7s-cgnljvGVTzuVu?sMYhQkToinigciNUkLH9mc1 RzPDdN 0-3-15 I 1-2-12 I 1-3-0 1-4-12 Scale=1:14.3 3x6 I I MSH422 1.5x3 II 3x6=- 1 1 2 3x8— 12 3 4 3x4= 13 5 1 * . a R 3x4= 119 8 7 1.53 II 3x4= 1.54 II 3x6= 3x4 II 0-3-151 1-9-11 6-1-0 1 7-7-0 0-3-15 1-5-12 4-3-4 1-6-0 Plate Offsets(X,V)-- 12:0-3-8,Edge),f4:0-1-8,Edge),19:0-1-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) -0.01 8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.24 Vert(CT) -0.02 8 >999 240 BCLL 0.0 Rep Stress lncr NO WB 0.35 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:45 lb FT=20%F,11"/E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(fiat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:9-10. REACTIONS. (lb/size) 6=399/0-5-8,1=66/0-3-7,10=735/0-3-8 Max Uplift 1=-160(LC 3) Max Gray 6=399(LC 8),1=83(LC 8),10=946(LC 7) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 5-6=-389/0,2-3=-568/0,3-4=-561/0,4-5=-312/0 BOT CHORD 9-10=-290/0,8-9=0/561,7-8=0/561 WEBS 1-10=-286/80,2-10=-754/0,5-7=0/415,2-9=0/736,4-7=-339/0,3-9=-415/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 160 lb uplift at joint 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap 5)CAUTION,Do not erect truss backwards.tween inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. ,,O`A`Ps A. q�',,',' 6)Use USP MSH422(With 10d nails into Girder&10d nails into Truss)or equivalent at 2-10-3 from the left end to connect truss(es)to ., e 0 back face of top chord. `••,`NZ`,..• C•E N s.<49 A. • 7) Fill all nail holes where hanger is in contact with lumber. •• • 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). • No 39380 s LOAD CASE(S) Standard — 1) Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) =.:13,(1 •' Vert:6-11=-20,1-5=-100 i 'y. ��' .F :�-- Concentrated Loads(Ib) • 0 • - .- Vert: 12=-352(B) 00 Q.. ' \ e# kye,�` • ORI Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.10/V3/2015 BEFORE USE. la Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the balding 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 IMury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSt/1PI I Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply ' The Franklin I a • T13824581 15735T0 F8 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:19 2018 Page 1 ID:xndkwnlcFm4gbUrPOYts7UzRf7s-41L7wFHXEG0MV8RY6Oxz?EF5D4_M6000VpVAZtzPDdM 0-3-15 3x6 II 3x4 II 4x6= 1 1 2 i 1-4-8 3 1 05-9 4 Scale=1:9.5 1 1 1 Y o .............................•... 3x4 I I 7 6 5 1.5x3 II 4x6= 1-11-7 1 0-3-15 1.8-79-1� 2-8-0 I 0-3-15 1-4-8 1- 0-8-9 0-1-8 LOADING (psi) SPACING- 2-0-0 I CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 I TC 0.05 Vert(LL) -0.00 1 n/r 180 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) 0.00 1 fir 120 BCLL 0.0 Rep Stress lncr YES WB 0.03 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:21 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 7=117/1-11-7,6=180/1-11-7 Max Gray 7=129(LC 3),6=180(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Non Standard bearing condition. Review required. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 0111111111111 ```i �; .E N. -. /L `�0G 3 •'9 iii % '< •• .. F '• i • No 39380 1.13%R1; ► %,per.--w. � Q P.• ���• �� ' •4,0Rt, /eSSS��NA1-��.�`�` Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 t • MEM 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MW-7473 rev.10/93/2015 BEFORE USE. imii. Design valid for use only with MiTek©connectors.this design k based only upon parameters shown,and Is for an lndMdual building component,not a truss system.Before rise,the building designer must verify the appticabllity of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information avaeable from Truss Plate Institute.218 N.Lee Street.Sutte 312,Abexa drla VA 22314. Tampa,FL 33610 1 IJob Truss Truss Type Qty Ply The Franklin I Ti3824582I 15735T0 F9 Floor 1 1 L Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:20 2018 Page 1 I D:xndkwn 1 cFm4gbUrP0Yts7UzRf7s-YDvV8bH9?a8C710kg6Y&n8nU H6rQmdkTFj5JzPDd L 1-3-0 0-8-0 1 3x6= 2 1.5x3 I 1 9 3 1.5x3 I I 10 4 Special Special Scale=1:8.1 T . . • 04 ,iii _ , , , , i • • . 1 3x4= 3x4= 8 7 6 5 3x4 I I 3x4 I 3-11-0 3-11-0 Plate Offsets(X,Y)-- [6:0-1-8,Edge),[7:0-1-8,Edge),[8:Edqe,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) -0.01 6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.25 Vert(CT) -0.01 5-6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:24 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=350/Mechanical,5=452/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-345/0,4-5=-428/0,1-2=-441/0,2-3=-441/0,3-4=-441/0 BOT CHORD 6-7=0/441 WEBS 4-6=0/530,1-7=0/530,3-6=-316/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Uniform FloorooLives (balanced):Lumber Increase=1.00,Plate Increase=1.00 `,`, 011111111/p/i�,' Vert:5-8=-20,1-4=-100 %s nM �e 4,0 Concentrated Loads(Ib) ;�,�•' .V*\G E•N S•;.;92,.�� Vert:9=-181 10=-181 No 39380 (;( :i r • 4U: O.* 0r" Ij~ tp, 'Q; .1. O R 1 • ieF •., 0• c,1 Thomas A.Alban(PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 hit A WARNING-Verify dedgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1.7473 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 biking designer must verity the applicability of design parameters and properly incorporate this design Into the overall buece g design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only. Adrinonal temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Qualify Criteria,DSB-89 and BCSI Budding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Wexandrta,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply The Franklin • T13824583 15735T0 FG1 FLOOR 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:21 2018 Page 1 ID:xndkwn 1 cFm4gbUrP0Yts7UzRf7s-OPTuLxI nmuG3lSbwEp_R5f KFAtRYaiMnz7_GelzPDd K 1-5-12 2-9-12 4-1-12 5-5-12I 6-9-12 8-1-12 9-5-12 , 10-9-12 I 12-1- 12 13-7-8 I 1-5-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-5-12 Scale:1/2"=1' 2x4 I I 6x8= 5x6= 4x10= 2x4 II 1 2 3 4 5 6 7 8 9 5 10 11 • .....4, '.... :1.'''' .. ...1-.''il(- • • I Imo• i • -� 23 21 7s10= 20 19 24 18 17 16 25 15 14 13 26 5x10 MT2OHS= 7x6= THD46 3x8 II THD46 7x6= 7x10= 5x10 MT2OHS= THD46 THD46 THD46 Special THD46 THD46 1-5-12 2-9-12 4-1-12 5-5-12 6-9-12 8-1-12 9-5-12 , 10-9-12 12-1-12 13-7-8 1-5-12 I 1-4-0 i 1-4-0 1-4-0 I 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-5-12 ' Plate Offsets(X,Y)-- [2:0-3-8,0-3-0],[3:0-2-12,0-2-8],[4:0-2-4,0-2-0],[8:0-2-4,0-2-0],[9:0-2-12,0-2-8],[10:0-3-8,0-3-0],[13:0-3-8,0-4-4],[14:0-2-12,0-4-8],[17:0-4-8,0-1-8], [20:0-2-12,0-4-8],[21:0-3-8,0-4-41 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) -0.25 17 >643 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(CT) -0.37 17 >433 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(CT) 0.07 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Weight:159 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc puffins, BOT CHORD 2x6 SP SS except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 22=4996/0-6-0,12=5139/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-395/0,2-3=-5719/0,3-4=-10191/0,4-5=-13358/0,5-6=-15376/0,6-7=-15665/0, 7-8=-13786/0,8-9=-10449/0,9-10=-5805/0,10-11=-402/0 BOT CHORD 21-22=0/5719,20-21=0/10191,19-20=0/13358,18-19=0/15376,17-18=0/16376, 16-17=0/16376,15-16=0/15665,14-15=0/13786,13-14=0/10449,12-13=0/5805 WEBS 2-22=-6556/0,2-21=0/3867,3-21=-5508/0,3-20=0/3179,4-20=-3900/0,4-19=0/2208, 5-19=-2484/0,5-18=0/1429,6-18=-1232/0,6-17=0/1113,6-16=-876/0,7-16=0/1330, 7-15=-2313/0,8-15=0/2345,8-14=-4109/0,9-14=0/3294,9-13=-5719/0,10-13=0/3925, 10-12=-6655/0 NOTES- 1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: ``,��1 fl I I I Iii,,, Top chords connected as follows:2x4-1 row at 0-4-0 oc. %O_A S A. < 11,, Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc. `s' P A e 0 Webs connected as follows:2x4-1 row at 0-9-0 oc. `���� .•'�c E•N S•• '92 ., 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 • •• V F•••. / •• ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. : No 39380 3)All plates are MT20 plates unless otherwise indicated. 4)All plates are 4x5 MT20 unless otherwise indicated. _ 5) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. "O. - ' :CC:: 6)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent at 8-10-12 from the left end to connect truss(es)to •• �. .' .ll. - ; t[/ front face of bottom chord. i 0 •. g-Wle - �4, 7)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 4-0-0 oc max.starting at 0-10-4 from the •• 4\ 4•••• i Q ' • •, left left end to 12-10-4 to connect truss(es)to back face of bottom chord. , •••0 R 1.• ``• cl.,`� 8) Fill all nail holes where hanger is in contact with lumber. I, s/ 4` �• iiiiiiiiitio LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Thomas A.Albans PE No.39380 Uniform Loads(plf) Mak USA.Inc.FL Cert 6634 Vert:1-11=-50,12-22=-5 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 Continued on Dane 2 I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 5111-7073 rev.10/03/2015 BEFORE USE. MN Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for con Individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Addlttonal temporary and permanent bracing Mitek• Is always required for stability and to prevent collapse wilts possible personal Situp/and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lPI l Quality Criteria,DS849 and BCS1 Budding Component 6904 Parke East Blvd. Safety Information avdiabie from Truss Plate Institute.218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss I Truss Type Qty I Ply I The Franklin i T13824583i 15735T0 FG1 FLOOR ;1 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:21 2018 Page 2 I D:xndkwn 1 cFm4gbUrPOYts7UzRf7s-OPTuLxI nmuG3lSbwEp_R5fKFAtRYaiMnz7_GeIzPDdK LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:20=-1294(B)17=-1294(B)14=-1294(B)23=-1289(B)24=-1294(B)25=-1640(F=-345,B=-1294)26=-1295(B) i A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI 7073»v.10/032015 BEFORE USE. le. Design valid for use only with MiTek®connectors.This design a based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MI lek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and buss systems.seeANSI/IPI1 Quality Criteria,DSB-119 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Nexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type .• I Qty Ply The Franklin T13824584 15735T0 1 FG2 ROOF SPECIAL GIRDER 1 3 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:22 2018 Page 1 I D:xndkwn 1 cFm4gbUrPOYts7UzRf7s-Uc 1 GYHJQXBOwMcA7nW VgdstQrHg01 BhwBnkgACzPDdJ 4-3-6 8-4-15 12-6-9 16-8-2 21-5-0 4-3-6 4-1-10 4-1-10 4-1-10 4-8-14 Scale=1:37,2 4x6— 5x6= 4x5 = 2x4 II 6x6= 4x5= 8x12= 1 15 2 16 17 3 18 19 4 20 21 5 22 23 6 11� �_ ice_ iii i1 ��i ;i j // 14 � q / / N i*td SXR nn �� �i �n nn nn nn I' n n nr 1- 84x6= 12 24 71 25 2610 27 28 9 29 30 31 32 7 2x4 H JUS24 5x6 JUS24 7x10= JUS24 4x5= JUS24 JUS24 JUS24 JUS24 ' it JUS24 JUS24 JUS24 4-3-6 8-4-15 12-6-9 16-8-2 21-5-0 4-3-6 4-1-10 4-1-10 4-1-10 4-8-14 Plate Offsets(X,Y)-- [1:0-2-8,0-2-81,[6:0-3-8,Edge],17:0-2-8,0-0-01,[8:0-2-0,0-2-0],[11:0-2-8.0-2-81,[12:0-2-0,0-0-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) -0.20 9-10 >999 360 1MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(CT) -0.39 9-10 >656 360 I BCLL 0.0 * Rep Stress!nor NO WB 0.80 Horz(CT) 0.04 14 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.13 9-10 >999 240 Weight:337 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-11 oc purlins, BOT CHORD 2x4 SP No.1 *Except* except end verticals. 7-10:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2*Except* 5-8,2-11,4-9,3-10:2x4 SP No.3 OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 12=4424/0-5-8,14=5593/0-5-0 Max Uplift 12=-436(LC 8),14=556(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-4137/416;1-2=-7785/783;2-3=-11659/1131,3-4=-11659/1131;4-5=-11858/1137, 5-6=-8475/808,7-13=-69/633,6-13=-69/633 BOT CHORD 10-11=-783/7785,9-10=-1140/11900,8-9=-808/8475,7-8=-132/1345 WEBS 6-8=-754/7953,1-11=-854/8519,5-8=-2449/215,2-11=-2641/255,5-9=-367/3773, 2-10=-388/4321,4-9=-585/44,3-10=-706/46,4-10=-270/11,6-14=-5959/591 NOTES- 1) 3-ply truss Top chords�onnected as follows:2x4 with be connected together 1 row at 03�0x3)nails as follows: `,,` %01111111/11.. •4 Bottom chords connected as follows:2x4-1 row at 0-5-0 oc. �� kik �e ei Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 10-3 2x4-1 row at 0-7-0 oc. •% •Z, .•' G••\G E N S% 1.4_•• 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 ' •• •V �••• l. • ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. No 39380 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. • � 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -0• /�' • Q 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 • •vim �'e ; (JCC./Z will fit between the bottom chord and any other members. i ' ,!'� j .�' 7)Bearing at joint(s)14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �i�' •�� Q Q:• �� capacity of bearing surface. i�� i R 1 �%4 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 436 lb uplift at joint 12 and 556 lb uplift 1,SIO N AV-``,��, at joint 14. iiii (� ����� 9)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 20-0-12 to connect truss(es)to back face of bottom chord. Thomas A.Alban)PE No.39380 10)Fill all nail holes where hanger is in contact with lumber. MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 Continued on parte 2 1 a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ME-7473 rev.10/03/2015 BEFORE USE. ith• 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 possble personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPtl Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job I Truss Truss Type Qty Ply The Franklin T13824584 15735T0 FG2 ROOF SPECIAL GIRDER 1 3 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:22 2018 Page 2 I D:xndkwnl cFm4gbUrPOYts7UzRf7s-Uc 1 GYHJQXBOwMcA7nW VgdstQrHgOI BhwBnkgACzP DdJ NOTES- 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)149 lb down and 31 lb up at 0-1-12,214 lb down and 52 lb up at 4-0-12,166 lb down and 27 lb up at 6-0-12,166 lb down and 24 lb up at 8-0-12,166 lb down and 24 lb up at 10-0-12,166 lb down and 24 lb up at 12-0-12,166 lb down and 24 lb up at 14-0-12,166 lb down and 24 lb up at 16-0-12,166 lb down and 24 lb up at 18-0-12,and 166 lb down and 24 lb up at 19-11-8,and 1083 lb down and 150 lb up at 20-9-12 on top 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=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-6=-100,7-12=-20 Concentrated Loads(Ib) Vert:1=-147 6=-1083 11=-488(B)2=-214 15=-18 16=-148 17=-148 18=-148 19=-148 20=-148 21=-148 22=-148 23=-154 24=-488(B)25=-488(B)26=-488(B) 27=-488(B)28=-488(B)29=-488(B)30=-488(B)31=-488(B)32=-491(B) 1 _ Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED AITEK REFERANCE PAGE 111-7473 rev.10/73/2015 BEFORE USE. Design valki for use only with MITeke connectors.Ibis design is based only upon parameters shown.and Is for an Individual building component.not a truss system.Before use,the balking designer must verify the applicability of design parameters and properly incorporate this design Into the overall balding design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek* is always regaled(or stability and to prevent collapse with possible personal Injury and property damage. For general grddaroe regarding the fabrication.storage,delivery.erection and bracing of trusses and truss systems.seeANSl/TPI h Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type . Qty Ply The Franklin T13824585 15735T0 FG3 FLOOR 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:23 2018 Page 1 I D:xndkwn t c Fm4gbUrPOYts7UzRt7s-yobemdK21 V W n_mIJ LEOVA4PadhEo 1 fm4QQTNiezPDdl 2-0-0I 4-0-0 6-0-0 i 8-0-0 6-6-q 9-4-10 12-9-4 I 16-1-14 I 19-10-0 2-0-0 2-0-0 2-0-0 2-0-0 0-6-00-10-10 3-4-10 3-4-10 3-8-2 Scale=1:33.9 0.25 rff 5x6= 7x10 11 4x5= 4x5= 4x5= 8x10= 10x12= 5 7 8 9 1 1 2 3 14 16 T 5. d tt. N O 17 16 15 13 12 11 8x10= 4x5= 4x5= 7x10= 4x5= 2x4 II 2-0-0 4-0-0 6-0-08-0-0 -6 9-4-10 12-9-4 16-1-14 19-10-0 2-0-0 1 2-0-0 i 2-0-0 } 2-0-0 0-6-00-10-101 3-4 -10 1 3-4-10 I 3-8-2 Plate Offsets(X,Y)-- [1:0-2-12,0-0-0],]6:0-3-8,Edge],[12:0-3-4,Edgel,[14:0-2-4,0-2-01,[17:0-5-0,0-5-121 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) 0.06 12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.57 Vert(CT) -0.59 17 >122 120 BCLL 0.0 Rep Stress incr NO WB 0.75 Horz(CT) -0.02 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:192 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS`Except' TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, 5-9:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-0-8 oc bracing. WEBS 2x4 SP No.3`Except` 1-17,4-14:2x6 SP No.2 REACTIONS. (lb/size) 14=2256/0-5-8,10=-69/0-5-8 Max Uplift 10=-345(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-852/0,1-2=0/259,2-3=0/2491,3-4=0/5481,4-6=0/8099,6-7=0/4741,7-8=0/2669, 8-9=0/1231,9-10=0/349 BOT CHORD 16-17=-2481/0,15-16=-5467/0,14-15=-8091/0,13-14=-4848/0,12-13=-2669/0, 11-12=-1231/0 WEBS 3-15=-916/0,4-15=0/2748,7-13=-2437/0,7-12=0/480,8-12=-1505/0,8-11=0/401, 9-11=-1254/0,6-13=0/522,6-14=-4098/0,2-16=-913/0,3-16-0/3140,2-17=0/2360 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: ,r,\ 1111,1//4 Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. ,QtsA p,S A. , ,,I/o Bottom chords connected as follows:2x4-1 row at 0-7-0 oc. Ns elk ........ <e ,jam Webs connected as follows:2x4-1 row at 0-9-0 oc. �� .•' G E N S'• 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) �N section.Ply to . V �•'92 i�• ••• ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. No 39380 3)Unbalanced floor live loads have been considered for this design. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 345 lb uplift at joint 10. _ • 5)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. � 6) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. /� -0; Q Strongbacks to be attached to walls at their outer ends or restrained by other means. Oma, vp �.i •;�£1I zr LOAD CASE(S) Standard �e '�• / Q �, •',.,.•,,. O R 10.••• %` 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 k !``-- `• Uniform LoaVertds(4If)50,4-5=-50,6-9=-50,10-17=-10 �'1i/1/4110N/ ,,I' ��N A,``��, Concentrated Loads(Ib) Vert:1=-900 Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 mit 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED Ml7EK REFERANCE PAGE M&7473 rev.I V3/2015 BEFORE USE. Design valid for use only wIth MITeka connectors.1Ns design Is based only upon parameters shown,and Is for an individual bulding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria.DSA-89 and SCSI Building Component 6904 Parke East Blvd. l' Safely Information avdiable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job 'Truss Truss Type .Qty Ply The Franklin ' T13824586 1573570 FG4 FLOOR i 2 ,Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:24 2018 Page 1 I D:xndkwn1 c Fm4gbUrPOYts7UzRf7s-Q_90zzLg3peecwJVvxX8iHykD5XCm6zDf4DxE4zPDd H 1 2-0-0 i 4-0-0 6-0-0 I 8-0-0 8-6-09-4-10 12-9-4 16-1-14 1 19-4-8 2-0-0 2-0-0 2-0-0 2-0-0 0-6-d0-10-10 3-4-10 3-4-10 3-2-10 Scale=1:33.7 0.25 FIT 5x6= 7x10 II 4x5= 4x5= 4x5= Special 8x10= 10x12= 5 7 8 9 j 1 2 3 14 10 t 1 Y 111111_ CIT --- ofis 1w --. ma _ Irl M.17 16 15 .............•..............................................................i. 8x10= 4x6= 5x6= 7x10= 4x5= 2x4 II I -0 2-0-0 , 4-0-0 1 6-0-0 I 1 1 8-0-0 8-69-4-101 12-9-4 16-1-14 19-4-8 __ 1 2-0-0 2-0-0 2-0-0 2-0-0 0-6410-10-10 3-4-10 3-4-10 3-2-10 Plate Offsets(X,Y)-- [1:0-2-12,0-0-0],[6:0-3-8,Edge],[12:0-3-4,Edgel,(13:0-3-0,0-3-0],(17:0-5-0,0-5-12] I LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL) 0.01 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(CT) 0.01 13-14 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(CT) -0.01 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:188 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS*Except* TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, 5-9:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-4-7 oc bracing. WEBS 2x4 SP No.3*Except* 1-17,4-14:2x6 SP No.2 REACTIONS. All bearings 12-10-8 except(jt=length)14=0-5-8. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)10,12,11 except 13=-1728(LC 3) Max Gray All reactions 250 lb or less at joint(s)10,12,11 except 14=3408(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-848/0,2-3=0/2486,3-4=0/5488,4-6=0/7727,4-14=-364/0,6-7=0/1630, 7-8=0/518 BOT CHORD 16-17=-2475/0,15-16=-5474/0,14-15=-8030/0,13-14=-2059/0,12-13=-518/0 WEBS 3-15=-899/0,4-15=0/2677,7-13=-1147/0,8-12=-392/0,6-13=0/1862,6-14=-6247/0, 2-16=-920/0,3-16=0/3153,2-17=0/2364 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3')nails as follows: r,r,�111 I 1 t i., Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. •%% fxj A- q4 ase.', Bottom chords connected as follows:2x4-1 row at 0-7-0 oc. ♦♦ r+ Si Webs connected as follows:2x4-1 row at 0-9-0 oc. ,���` .••�G E N 3•• '9'L .� 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 •• V •••. ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. No 39380 i 3)Unbalanced floor live loads have been considered for this design. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,12,11 except (jt=lb)13=1728. 5)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. -O• �'•' 6)This truss has large uplift reaction(s)from gravity load case(s).Proper connection is required to secure truss against upward . �I .-:...e."F ;�LUz movement at the bearings.Building designer must provide for uplift reactions indicated. %,O•civ/�� - 1....' 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. i• ,c� O R 1��• �♦,• Strongbacks to be attached to walls at their outer ends or restrained by other means. oj`SN.••..,,, LOAD CASE(S) Standard ,e, AN N AL •.♦ 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 "1/111110 Uniform Loads(plf) Thomas A.Alban)PE No.39380 Vert:1-4=-50,4-5=-50,6-9=-50,10-17=-10 MITek USA,Inc.FL Cert 6634 Concentrated Loads(Ib) 6904 Parke East Blvd.Tampa FL 33610 Vert:1=-900 Date: April 19,2018 _ 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9.7473 rev.10N3/2015 BEFORE USE. mit Design valid for use only with MItek©connectors.this design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verily 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. Addikmal temporary and permanent bracing Mile k is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1P11 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job I Truss Truss Type Qty Ply The Franklin 1 T13824587 15735T0 FG5 Flat Girder I 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:25 2018 Page 1 I D:xndkwn 1 c Fm4gbUrPOYts7UzRf7s-uAiOBI LI g6mVE4uiTf2NFVV4KVxZVcfMukyU nXzPDdG 3-1-4 6-2-8 3-1-4 3-1-4 Scale:1'=1' 3x4= 2x4 H 3x4= 1 2 3 q • 7 8 9 10 JUS24 JUS24 5 6x8= JUS24 JUS24 JUS24 6 2x4 114 2x4 11 JUS24 3-1-4I 6-2-8 3-1-4 3-1-4 Plate Offsets(X,Y)-- 11:0-1-12.0-1-81,13:0-1-12.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.14 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.04 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.53 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:60 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=553/0-7-0,4=488/0-5-8 Max Horz 6=32(LC 5) Max Uplift 6=-30(LC 8),4=-30(LC 8) Max Gray 6=1325(LC 12),4=1082(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-718/40,1-2=-1893/60,2-3=-1893/60,3-4=-718/40 WEBS 1-5=-52/2007,3-5=-52/2007 NOTES- 1)2-ply truss to be connected together with 10d(0.131'5(3')nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-7-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to 01111111111j ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ,�%0�A PS A. A�'1 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. �� e • II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ��`��O• ••�( E•N S••• '9iL�i� 4)Provide adequate drainage to prevent water ponding. . . \, F•••. / �„. 5)Concentrated loads from layout are not present in Load Case(s):#3 Dead+Uninhabitable Attic Without Storage;#4 Dead+0.6 No 39380 MWFRS Wind(Pos.Internal)Left;#5 Dead+0.6 MWFRS Wind(Pos.Internal)Right;#6 Dead+0.6 MWFRS Wind(Neg.Internal) • Left;#7 Dead+0.6 MWFRS Wind(Neg.Internal)Right;#8 Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel;#9 Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel;#10 Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel;#11 Dead+0.6 MWFRS Wind •• (Neg.Internal)2nd Parallel;#16 Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left);#17 Dead+0.75 Roof Live =-9.1 •0= (bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right);#18 Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel); • y, 16.1-07, • 1.1/" #19 Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel). .0 ��-� ‘i''... 4/• 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i••••• . ( O R 1 0•. \ 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide j • ........ \� • will fit between the bottom chord and any other members. ii SS/ ' \ �%% 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,4. Ii111�N Ai'1%0� 9)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 1-2-8 oc max.starting at 0-1-12 from the left end to 5-4-4 to connect truss(es)to front face of bottom chord. Thomas A.Alban(PE No.39380 10) Fill all nail holes where hanger is in contact with lumber. MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 LOAD CASE(S) Standard Date: April 19,2018 ,Continued on Dane 2 a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MIfEK REFERANCE PAGE 041.7473 rev.10/031015 BEFORE USE. mii • 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 p� building design. Placing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek ITe k Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/TPI t Qualaly Criteria,DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdiable from Truss Hate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply The Franklin TI3824587 15735T0 FG5 Flat Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:25 2018 Page 2 I D:xndkwn t cFm4gbUrPOYts7UzRf7s-uAiOBI LIg6mVE4uiT12NFVV4KVxZVcfMukyUnXzPDdG LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pIf) Vert:1-3=-60,4-6=-20 Concentrated Loads(Ib) Vert:6=-97(F)5=-94(F)7=-94(F)8=-94(F)9=-94(F)10=-94(F) 1 � 0 WARNING-Verity design parameters and READ NOTES ON MIS AND INCLUDED MITER REFERANCE PAGE MA-7473 rev.1003/2015 BEFORE USE. Design valid for use only with MilekS)connectors.This design Is based only upon parameters shown,and Is tor an individual balding component,not a truss system.Before use.the building designer must verify the applicablity of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality CrNwla,058-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply The Franklin T13824588 15735T0 FT1 FLOOR 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:25 2018 Page 1 I D:xndkwnl cFm4gbUrPOYts7UzRt7s-uAiOBI LIg6mVE4uiTf2NFVVOHVtVVXyMukyUnXzP DdG 21-5-0 3-8-4 7-1-0 10-5-1213-10-8 17-3-4 20-8-0 I i 2T-0-0 3-8-4 3-4-12 3-4-12 3-4-12 3-4-12 3-4-12 11-4-0 0-5-0 Scale=1:37.1 4x6= 4x5= 2x4 II 4x5= 2x4 I I 6x6= 2x4 I I 4x10= 1 2 3 4 5 6 7 1 • 1 • �� 13 4 N m o N L12 11 10 9 8 2x4 H 5x12= 7x10= 5x12= 2x4 II 3-8-4 10-5-12 17-3-4I 21-0-0 4-510 3-8-4 6-9-8 6-9-8 3-8-12 d-s-b_ Plate Offsets(X,Y)-- 11:0-2-0,0-2-01,17:0-3-12,0-2-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) -0.19 10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(CT) -0.26 10-11 >943 240 BCLL 0.0 Rep Stress Ina YES WB 0.90 Horz(CT) 0.03 13 rVa n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-AS Weight:111 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. 7-8:2x4 SP No.3 WEBS 2x4 SP No.3*Except' 7-13:2x6 SP No.2 REACTIONS. (lb/size) 12=1137/0-5-8,13=1137/0-5-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-1111/0,1-2=-1678/0,2-3=-1678/0,3-4=-2919/0,4-5=-2919/0,5-6=-1674/0, 6-7=-1674/0,7-13=-1112/0 BOT CHORD 10-11=0/2579,9-10=0/2581 WEBS 1-11=0/1880,2-11=-356/0,3-11=-1052/0,3-10=0/397,4-10=-335/0,5-10=0/395, 5-9=-1058/0,6-9=-341/0,7-9=0/1858 NOTES- 1)Bearing at joint(s)13 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 2)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum Ot,,,11111 111111��' sheetrock be applied directly to the bottom chord. ` p,S A. d e,� 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. ,' OM.,... <e 'j Strongbacks to be attached to walls at their outer ends or restrained by other means. .:A� .00111111/1,_ .•\ 2am. , . yr '• • / � No 39380 yt 'i.. 4 %.F <U �1.�T�s..k 0 A 10 v-.•• `• X11/'•/ONAL b; 0% Thomas A.Albant PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 t mom A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ME-7473 rev.10/032015 BEFORE USE. Design valid for use oNy with Mlleket connectors.this design is based only upon parameters shown,and is for an indMdual 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 oNy. Additional temporary and permanent bracing Milek' Is always required for stability and to prevent collapse with possible personal iIury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANS1/IP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bbd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type . Qty Ply 1 The Franklin T13824589 15735T0 FT2 FLOOR 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 S Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:26 2018 Page 1 I D:xndkwn 1 cFm4gbUrPOYts7UzRf7s-N NGnOeMwbQuMrDTuOMZcni 16puH DE4B W 60i 1 JzzPDdF 2-0-0 4-0-0 6-0-08-0-0 $-6 9-4-10, 12-9-4 16-1-14 19-10-0 2-0-0 ' 2-0-0 2-0-0 i 2-0-0 0-640-10-10' 3-4-10 I 3-4-10 -- 3-8-2 -- Scale=1:33.9 0.25 12 7x10 II 53x6 II 7 8 9 I 1 2 3 14 a ° rOM � �' c a EIN MI- w Niel MI A d Y Y Y Y bl 17 16 15 t 13 612 11 1D 8x10= 7x10= 2x4 II 2-0-0 4-0-0 6-0-0 8-0-0 8-6-o 9-4-10 12-9-4 _ 16-1-14 19-10-0 2-0-0 I 2-0-0 1 2-0-0 I 2-0-0 b-6-00-10-10'' ----3-4-10 3-4-10 3-8-2 Plate Offsets(X,Y)-- [1:0-2-12,0-0-0),[2:0-1-15,1-10-4),[4:0-2-4,0-2-0],[12:0-3-4,Edge),[14:0-2-4,0-2-0),[17:0-5-0,0-5-12] LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) -0.08 12 >999 360 MT20 244/190 TCDL 10.0 j Lumber DOL 1.00 BC 0.39 Vert(CT) -0.10 12 >999 240 BCLL 0.0 I Rep Stress Incr YES WB 0.45 Horz(CT) 0.02 10 n/a n/a BCDL 10.0 i Code FBC2017/TPI2014 Matrix-MS — Weight:96 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-10 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 4-11-8 oc bracing. 1-17,4-14:2x6 SP No.2 REACTIONS. (lb/size) 14=955/0-5-8,10=332/0-5-8 Max Gray 14=955(LC 1),10=386(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=0/616,4-6=0/1318,4-14=-266/0,6-7=-649/548,7-8=-1198/68,8-9=-961/0, 9-10=-357/0 BOT CHORD 15-16=-612/0,14-15=-1295/0,13-14=-579/612,12-13=-68/1198,11-12=0/961 WEBS 4-15=0/716,7-13=-78910,9-11=0/941,6-14=-1386/0,3-16=0/509 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 4x5 MT20 unless otherwise indicated. 3)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 4)Recommend Strongbacks tox6 be attached to wallsbacks,on datthei outer,spaced at or restrained by other means.to each Nss with 3-1Od(0.131"X 3")nails. ``,,,%%t p..S A. q��l . .�0M'.GS. E�N .'9,L,i No 39380 * • V. ..��F ORI0. C? •�.` 0'se%)/0NA'iltili�•E�0`•. Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M8.7473 rev.10/03/2015 BEFORE USE. MI Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required fax stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lPll Quality Criteria,DSB-89 and BCSI Budding Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job 1Truss Truss Type 1 Qty Ply The Franklin TI3824590 15735T0 FT3 FLOOR 16 1 i 1 Job Reference(optional) 1 Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:27 2018 Page 1 ID:xndkwn1cFm4gbUrPOYts7UzRf7s-rZg9c_NYMkODTN24a44rKwaHZIeozYDfL2RbrPzPDdE 2-0-0 4-0-0 1 6-0-0 8-0-0 6-q 9-4-10 12-9-4 16-1-14 19-4-8 2-0-0 2-0-0 2-0-0 2-0-0 0-6-00-10-10 3-4-10 3-4-10 3-2-10 Scale=1:33.1 0.25 12 7x10 I I , 5 3x6 1 7 8 9 : , 1 2 3 1 , ---1, ----,— , 17 4 ,- w i4 1ra __... N S w a A I 1 ,5 ,- • fr s T to 17 16 15 4 13 12 11 10 8x10= 7x10= 2x4 I I 2-0-0 4-0-0 6-0-0 8-0-0 -6-0 9-4-10 i 12-9-4 16-1-14 19-4-8 2-0-0 2-0-0 2-0-0 2-0-0 6-d0-10-10 3-4-10 3-4-10 3-2-10 Plate Offsets(X,Y)-- 11:0-2-12,0-0-01,12:0-2-2,1-10-41,14:0-2-4,0-2-01,[12:0-3-4,Edge],[14:0-2-4,0-2-0],117:0-5-0,0-5-12] LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) -0.07 12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.37 Vert(CT) -0.09 12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.01 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:94 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 4-11-8 oc bracing. 1-17,4-14:2x6 SP No.2 REACTIONS. (lb/size) 14=944/0-5-8,10=316/Mechanical Max Gray 14=944(LC 1),10=371(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=0/616,4-6=0/1318,4-14=-266/0,6-7=-618/552,7-8=-1119/79,8-9=-838/0, 9-10=-346/0 BOT CHORD 15-16=-612/0,14-15=-1295/0,13-14=-583/584,12-13=-79/1119,11-12=0/838 WEBS 4-15=0/716,7-13=-747/0,8-12=-149/293,9-11=0/838,6-14=-1362/0,3-16=0/509 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 4x5 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4) cal purlin esentation does depict size or he orientation the riin ong the top or 5)Recommendl 2x6 strongbacks,on edge,spaced at 10-0-0 toc and fastenedito each trusts with 3-1Cd(0.131 bottom 3")nails. `,``,k,S'A.4",/, Strongbacks to be attached to walls at their outer ends or restrained by other means. `%,N• O '. .• . 4e 1',1 � 1` •••�GEN3 •417i '. No 39380 • 7 '(r: •• '••.0R�. 0, ` Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 pa a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MIT EK REFERANCE PAGE M8-7473 rev.10103/2016 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is bused only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage.,delivery,erection and bracing of trusses and truss systems,seeANSI/Tel I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available trom Truss Plate institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply The Franklin • T13824591 15735T0 HJI Diagonal Hip Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:27 2018 Page 1 ID:xndkwnl cFm4gbUrPOYts7UzRf7s-rZg9c_.NYMkODTN24a44rKwaKglexzeRfL2RbrPzPDdE 5-7-2 5-7-2 Scale=1:12.2 2.12 Specia 2 ' NAILED , 5 2x4 I 1 • (// 6 3 ♦ NAILED NAILED 4 2x4 I I 5-7-2 5-7-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.04 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 ! Vert(CT) -0.09 3-4 >725 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) 0.04 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:17 ib 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=218/0-4-3,2=151/Mechanical,3=67/Mechanical Max Horz 4=44(LC 8) Max Uplift 4=-21(LC 8),2=-50(LC 8) Max Gray 4=218(LC 1),2=151(LC 1),3=102(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. , '.00111111/1�� 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 0" NS A. ,q 1,� LOAD CASE(S) Standard ��,�e•• G E N S••e• ; 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 •• V F ••. Uniform Loads(pit) No 39380 Vert:1-2=-60,3-4=-20 • Concentrated Loads(Ib) Vert:6=-5(F=-3,B=-2) • IT . �• • • F •. ORI P " ?. e �'1/ , " 0N Al-' oC� . 11111{ Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/0312015 BEFORE USE. � - � Design valid for use only with MiTek®connectors.This design s based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Inlury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSUIPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I Job Truss Truss Type I Qty Ply The Franklin T13824592 '15735T0 HJ2 Diagonal Hip Girder 2 1 _ I I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:28 2018 Page 1 ID:xndkwnt cFm4gbUrPOYts7UzRf7s-JIOXpKOA71845XdH8nc4t77W Ki_gi4hpaiB8NrzPDdD 5-4-2 5-4-2 Scale=1:17.0 3.54 2 2 �'� NAILED Special 5 2x4 I I a I000000110111115-4-2 an; N r7 N • h ii I I il '/ 6 3 �/ NAILED NAILED 4 2x4 II 5-4-2 5-4-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.03 3-4 >999 240 MT20 244/190 TCDL 10.0 i Lumber DOL 1.25 BC 0.33 Vert(CT) -0.07 3-4 >827 180 BCLL 0.0 • Rep Stress Incr NO WB 0.00 Horz(CT) 0.04 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:17 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=208/0-4-3,2=144/Mechanical,3=64/Mechanical Max Horz 4=65(LC 8) Max Uplift 4=-16(LC 8),2=-55(LC 8) Max Gray 4=208(LC 1),2=144(LC 1),3=98(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. `,�r,111111111/g,��' 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ,,,�0_A PS• A.,44 ,.0 LOAD CASE(S) Standard �••, '' ••••\G E N S••• IA.'I 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 a. • \' •' Uniform Loads(plf) NO 39380 Vert:1-2=-60,3-4=-20 • Concentrated Loads(Ib) Vert:6=5(F=-2,B=-3) 119,01111111111111. : -- - 'O: • Lr : •o ,�' :' •• • '�i,,/S,0 N A,�oo• o. Thomas A.Alban)PE No.39380 Mak USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 f N MI V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MitekS)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 Inlury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/WPil Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. 1 Tampa.FL 33610 Job Truss Truss Type T Qty Ply The Franklin I ' j T13824593 15735T0HJ3 Diagonal Hip Girder I 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:29 2018 Page 1 ID:xndkwnl cFm4gbUrPOYts7UzRf7s-nyyvOgOpuLGxihCTiV7JPLfgH6KMRXwyoMwhwIzPDdC 5-7-2 5-7-2 Scale=1:16.5 2 3.5412 1 b 0 Special NAILED 5 N 2x4 II • o 0 1 N N f 6 3 NAILED 4 NAILED 2x4 I 5-7-2 5-6-12 I I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.53 Vert(LL) -0.04 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.09 3-4 >718 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.05 2 n/a rVa BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:18 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purfins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=218/0-7-0,2=151/Mechanical,3=67/Mechanical Max Horz 4=67(LC 8) Max Uplift 4=-17(LC 8),2=-58(LC 8) Max Gray 4=218(LC 1),2=151(LC 1),3=103(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 00111111/.11_ 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ,,`Ot�A PS A. A '1 e LOAD CASE(S) Standard `.` Ne ••5 o E N S•• -/A.-. 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 •• \, ‘••••-s% •Uniform Loads(pit) No 39380 Vert:1-2=-60,3-4=-20 • * Concentrated Loads(Ib) Vert:6=-5(F=-3,B=-2) �� ;C•OR \O• �\`.. ,'�s`S�ONAi E��``N Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,201E I irmr v WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Is 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 bulking designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent trickling of IndhMdual truss web aril/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 fabricafkm-storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee StreetSuite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply The Franklin T13824594 15735T0 HJ4 Diagonal Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 S Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:29 2018 Page 1 ID:xndkwnl cFm4gbUrPOYts7UzRf7s-nyyvOgOpuLGxihCTiV7JPLfgH6KMRXwyoMwhwlzPDdC 5-7-2 - 5-7-2 Scale=1:17.4 3.54 I12 2 Zirl 1 Special NAILED 5 II_ 2x4 II , 1 i pli 11111 U 1/ 6 NAILED 3 aNAILED 4 2x4 II I 5-7-2 5-6-12 I _ I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.04 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.09 3-4 >718 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) 0.05 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:18 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=218/0-2-15,2=151/Mechanical,37/Mechanical Max Horz 4=67(LC 8) Max Uplift 4=-17(LC 8),2=58(LC 8) Max Gray 4=218(LC 1),2=151(LC 1),3=103(LC 3) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional);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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2. %%111111111/i 7)'NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. `��•%%%p,S A. 4, ,j, 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)57 lb down and 39 lb up at %• OM• e •jam 2-9-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. • :••%,`�`•.•'G E N s .9 .. .. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). No 39380 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) • Vert:1-2=-60,3-4=-20 = CC �U Concentrated F(IO� �; Vert:6=-5(F=-3,B=2) �'.i� .,0 s�0 N P-c. ..s Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 t lilt Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M!!EK REFERANCE PAGE MR-7473 rev.10103/2016 BEFORE USE. Design valid for use only with MiTeich connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mitek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TPII Quality Criteria,058.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss TypeI Ory Ply The Franklin 113824595 15735T0 HJ5 Diagonal Hip Girder 2 1 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:30 2018 Page 1 I D:xndkwn t cFm4gbUrPOYts7UzRf7s-F8 W HEOP RefOoKrnfFCeYyYCpj W e_A_A610gFSkzPDdB 6-2-15 6-2-15 Scale=1:16.4 2 3.1212 NAILED 7 Special 6 NAILED 5 2x4 II - i i`l 8 9 10 3 NAILED NAILED NAILED 4 2x4 II 6-2-15 6-2-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.06 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.14 3-4 >511 180 i BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.07 2 r1/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=246/0-7-14,2=169/Mechanical,3=78/Mechanical Max Horz 4=66(LC 8) Max Uplift 4=-28(LC 8),2=-67(LC 8) Max Gray 4=246(LC 1),2=169(LC 1),3=115(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft L=54ft;eave=6ft;Cat. II;Exp B;Encl.,GCpi=0.1 8;MW FRS(directional);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2. 6)"NAILED"indicates 2-12d(0.148"x3.25")toe-nails per NDS guidlines. ���,k,1 111111/1,' 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)26 lb down and 46 lb up at `��--AA NS A. A ej� 3-1-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. . Qr' . �e 's 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). • :s/$% V\ • C,E N S-. •4, -�, • • i LOAD CASE(S) Standard No 39380 I. , 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=60,3-4=-20 •- Concentrated Loads(Ib) 'O ' Q Vert:8=-1(B)9=-4(F)10=-4(B) i.53 OP --'"' : Z let,:Si N A� 0•' Thomas A.Alban)PE No.39380 Welt USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,201E A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an indMduai building component.not mil a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bbd. Safety Information available from Truss Plate institute.218 N.Lee Street,Suite 312.Mexandrla,VA 22314. Tampa.FL 33610 Job Truss Type • Qty Ply The Franklin 713824596 15735T0 TOl Monopitch Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:31 2018 Page 1 I D:xndkwnl cFm4gbUrP0Yts7UzRf7s-jK4gRMQ3PyWfy?Mrpv9nUm161v4fvQEFGgPo_AzPDdA 1-10-13 1-1a1r11 11-4-4 11/-5-1 13-4-0 1-10-13 0-0214 9-4-9 0-0-14 1-10-14 Scale&1:21.7 7 Pli 6 3.00 FIT 5 r 4 A r, I 3 . 2 I o I� 1 --------. _,7 ___.. -.1-- __I -- - --- Li L d • ---- - ......................,...e•:, .❖:•:❖:•.•:❖.•,,.❖.•.•.❖.•.•.•.•e•.•.. ,x,:,:•:•.❖:•.•.❖.•.•.•..•.•...•.•.• ;.•.+4,.•.❖„,.•.❖e•.•..•..•e.•:•:❖.•.•:❖.•.•:•.•.„.•...•.•..❖:.•.❖„:•:•.•:❖..„,.,.. 3x5— 3x8 16 15 14 13 12 11 10 9 Plate Offsets(X,Y)-- 11:0-2-8,0-0-41,11:0-0-12,1-5-131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud � PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) n/a - n/a 999 ' MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 9 n/a n/a I BCDL 10.0 Code FBC2017/TP12014 Matrix-S _ Weight:66 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. All bearings 13-4-0. (Ib)- Max Horz 1=109(LC 9) Max Uplift All uplift 100 lb or less at joint(s)9,10,11,12,13,15,16,1 Max Gray All reactions 250 lb or less at joint(s)9,10,11,12,13,14,15,1 except 16=328(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-16=-228/257 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=40ft;L=54ft;eave=2ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-0-0 to 5-4-0,Exterior(2)5-4-0 to 13-2-4 zone;end vertical left ,1111111111111_ and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 0- S A. le, 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry %•%0MP A449 �' Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. �� .••�C, •E N S•••'9 4,'' � 3)All plates are 2x4 MT20 unless otherwise indicated. &'•• \, •• • 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. • =NO 39380 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)•This truss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. "°....:•• �/' ; CC r• 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9, 10,11,12,13, � • `fi r`�.F ;�Z(/` 15,16,1. �0 • / - : . <C`On ••OR1• cj . Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 f IN Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03i2815 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 appik'abtlity 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 Ste fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPIl Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.State 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type i Qty Plyl The Franklin T13824597 15735T0 IT02 Jack-Closed 10 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:32 2018 Page 1 I D:xndkwn t cFm4gbUrPOYts7UzRf7s-BXe2f iRhAGeVZ8x2Ndg01 zH 8IJGUekBOV K9M W dzPDd9 4-0-8 6-8-0 13-2-0 13-4-0 4-0-8 2-7-8 6-6-0 0112-0 Scale=1:23.6 4 5 al 3.00 12 4x5 3 2x4 II 10 102 1 11111PA ON l' 8 7 9 7x10% 4x10= 6 4x6= 4-0-8 6-8-0I 13-2-0 11-4-0 4-0-8 2-7-8 6-6-0 0-2-0 Plate Offsets(X,Y)-- (4:0-2-0,0-1-0],(7:0-2-8,0-2-0],(9:0-1-11,0-0-7],(9:0-2-12,0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.16 7-8 >960 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.35 7-8 >448 180 BCLL 0.0 ' Rep Stress[nor YES WB 0.67 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-AS Weight:67 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3`Except' 4-7:2x4 SP No.2 REACTIONS. (lb/size) 9=525/0-5-8,6=508/Mechanical Max Horz 9=119(LC 9) Max Uplift 9=-63(LC 12),6=-68(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-507/142,1-2=-1125/233,2-3=-1083/257 BOT CHORD 8-9=-259/276,7-8=-360/847 WEBS 1-8=-104/838,3-7=-783/316,3-8=-23/392 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 5-6-6,Interior(1)5-6-6 to 13-2-0 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,,�\�I I I I I III,, 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �% S A. /l will fit between the bottom chord and any other members. •N�0 •* A�B '•j 4)Refer to girder(s)for truss to truss connections. \>• .•• G E Ns••.'94am i 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9,6. V .• � 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum No 39380 sheetrock be applied directly to the bottom chord. * 13, 410111111111111101P :Cr.T. :0_,„:00(0.-/ P, �4/ .�,' C.‘,•:••.,.G R 1 O• 0.•, x'1.,5�0NA�1; ,%• Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,201 E o WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/0312015 BEFORE USE. pin Design valid for use oNy with MliekS 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 posstrle personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bird. Safety Information available from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type I Qty Ply The Franklin ` TI3824598 15735T0 T03 Half Hip 2 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 S Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:32 2018 Page 1 I D:xndkwn t cFm4gbUrPOYts7UzRf7s-BXe2fi RhAGeVZ8x2 Ndg01 zHAwJ EYeuGOVK9M W dzPDd9 I 4-0-0 6-0-0 4-0-0 2-0-0 Scale=1:15.0 4x6= Special 3.00 12 2 3 m I cb ,o 2x4 II O n t 4 52x4 I Special 6 2x4 II 4-0-0 6-0-0 4-0-0 2-0-0 Plate Offsets(X,Y)-- 12:0-3-0,0-2-81 I � LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.10 5-6 >688 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.21 5-6 >336 180 BCLL 0.0 ' I Rep Stress Incr NO WB 0.03 Horz(CT) 0.11 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 3=168/Mechanical,6=289/0-3-8,4=183/Mechanical Max Horz 6=44(LC 8) Max Uplift 3=-27(LC 8),6=-30(LC 8),4=-21(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. ,,0%1111111/1 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,6,4. ♦♦♦-^p,S A. 41://e 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)152 lb down and 138 lb up at ♦♦ ' '......... • 4-0-0 on top chord,and 78 lb down at 4-2-2 on bottom chord. The design/selection of such connection device(s)is the �♦ .Z%—..'\G E N •• .74, .' 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). • No 39380 * LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(Of) �� ; Vert:1-2=-60,2-3=-60,4-6=-20 i�• ( - •,•�-•., Concentrated Loads(Ib) . •'. / r-" Z4 Vert:2=-112(F)5=-65(F) ii .•• 0 R 1 Q.•.&.• •• • Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/13/2015 BEFORE USE. mit Design valid for use only with MITekm connectors.This design Is based only upon parameters shown,and is for an individual residing component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lPf I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type . j Qty Ply The Franklin T13824599 15735T0 ,T04 Hip Girder l 1 1 II Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:34 2018 Page 1 I D:xndkwn 1 cFm4gbUrPOYts7UzRt7s-BvIo4NSxitvDpS4QU2i U6ONQ27y16mV hyeeSbVzPDd7 6-0-0 12-5-0I 18-5-0 6-0-0 6-5-0 6-0-0 Scale=1:31.0 NAILED 7x10 7-- NAILED 3.00 12NAILED NAILED NAILED 6x6= 3 18 19 20 4 NAILED NAILED 17 'IN ft1 nn nr I 9 21 4x5 -----; L4x5 2 2 5 0 1 I 6 A .0a i 9 � �n �n nr � r � n r a � 22 8 23 24 25 7 26 7x10 I I NAILED6k6_ NAILED NAILED NAILED 4x5_ NAILED 7x1011 NAILED NAILED 6-0-0 12-5-0 18-5-0 6-0-0 6-5-0 6-0-0 Plate Offsets(X,Y)-- (1:0-3-8,Edge),(3:0-2-12,0-3-0(,(6:0-5-5,Edge) LOADING(psf) SPACING- 2-0-0 ; CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0Plate Grip DOL 1.25 1 TC 0.97 Vert(LL) 0.27 7-8 >813 240 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.65 Vert(CT) -0.38 7-8 >577 180 BCLL 0.0 * Rep Stress Incr NO WB 0.17 Horz(CT) 0.08 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:92 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-5 oc purlins. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 6-3-2 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2-0-0,Right 2x4 SP No.3 2-0-0 REACTIONS. (lb/size) 1=1387/0-3-8,6=1387/0-3-8 Max Horz 1=-13(LC 23) Max Uplift 1=-467(LC 8),6=-467(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-3331/1169,3-4=-3181/1143,4-6=-3336/1170 BOT CHORD 1-8=-1088/3155,7-8=-1096/3176,6-7=-1090/3160 WEBS 3-8=-113/449,4-7=-116/450 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional);end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ,,0111111/g/�� 3) Provide adequate drainage to prevent water ponding. `��t_A PS A. /4/ ii/� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,.•• cr,• e •j 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide •\ .•'\C,E N S•• -41. � will fit between the bottom chord and any other members. •• \' ‘•.•. , • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) No 39380 • * 1=467,6=467. 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). — LOAD CASE(S) Standard • T. "• ...r..1.11:',740-. .4/ 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 .O ". ;��!, Uniform Loads(plf) .[, Vert: 1-3=-60,3-4=-60,4-6=-60,9-13=-20 ,°0j`,s• • O R I "••r-?\\.. • ds Concentrated Vert:30104(F))4=-104(F)8=-48(F)7=-48(F)17=-108(F)18=-104(F)19=-104(F)20=-104(F)21=-108(F)22=-163(F) ,��V//, A��,t0 23=-48(F)24=-48(F)25=-48(F)26=-163(F) Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 1 _ I Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/1-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required tor stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/iPI I Quality Criteria,098-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type !Qty Ply The Franklin ' T13824600 15735T0 T05 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:34 2018 Page 1 ID:xndkwnl cFm4gbUrPOYts7UzRf7s-8vlo4NSxitvDpS4QU2iU6ONV27ye6n8hyeeSbVzPDd7 8-0-0I 10-5-0 18-5-0 8-0-0 2-5-0 8-0-0 Scale=1:31.3 6x6 II 6x6 II 3.00 rli 3 4 MI 17 r r 18 4x5: 1 4x5 c9 2 5 1 6 N 9 8 7 4x10 II 6x6 2x4 Il 4x10 II 8-0-0I 10-5-0 18-5-0 8-0-0 2-5-0 8-0-0 Plate Offsets(X,Y)-- 11:0-3-4,0-0-5],[6:0-7-2,0-0-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.18 7-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.28 7-15 >786 180 BCLL 0.0 * 1 Rep Stress Incr YES WB 0.07 Horz(CT) 0.07 6 tVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:70 Ib 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. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=737/0-3-8,6=737/0-3-8 Max Horz 1=17(LC 11) Max Uplift 1=-278(LC 12),6=278(LC 12) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1407/1187,3-4=-1314/1179,4-6=-1407/1187 BOT CHORD 1-8=-1092/1309,7-8=-1101/1314,6-7=-1091/1309 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 5-4-10,Interior(1)5-4-10 to 8-0-0,Exterior(2)8-0-0 to 10-5-0,Interior(1)17-9-14 to 18-5-0 zone;end vertical left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,, 111 I I lu , g, , 3) Provide adequate drainage to prevent water ponding. ,%%` A r. Ai 1S A. 1 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ...% I i• e 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide s•�� .•• C E N S•••-11le /1 will fit between the bottom chord and any other members. •• V F •• °• vo 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) = N O 39380 • * 1=278,6=278. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 1. • � • `401%4F :'Q•: �: <C\i••••OR1�.Ii..... ',.,,�S,O N A,��``• Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6694 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 1 a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI7473 rev.10/03/2015 BEFORE USE. mll Design valid for use only with MiTek®connectors.this design 6 based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and 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 MiTeke Is always required for stability and to prevent collapse with possible personal Inpxy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lPll Quality Cdferia,DS9-89 and SCSI Buttding Component 6904 Parka East Blvd. Safety Information avdlable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply The Franklin 713824601 1573570 706 Common i 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:35 2018 Page 1 ID:xndkwnl cFm4gbUrPOYts7UzRf7s-c6JAHJTZTB14Qcfd2IEjfcvgiXHErDirBINO7xzPDd6 7-0-0 9-2-8 11-5-0 18-5-0 I 7-0-0 2 2 8 2-2-8 7-0-0 Scale=1:30.8 6x6 3.00 12 4 2x4 O 2x4 O 3 5 18 fv v,� 19 17 20 4x5 4x5 211.0 6 ii I 1 0 ►1 Z 8 7x10= 4x10 II 4x10 I 9-2-8 18-5-0 9-2-8 9-2-8 i Plate Offsets(X,Y)-- (1:0-3-4,0-0-5),17:0-7-2,0-0-51 1 I ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.19 8-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.20 8-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(CT) 0.04 7 r1/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:76 lb FT=20% I LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=737/0-3-8,7=737/0-3-8 Max Horz 1=-19(LC 10) Max Uplift 1=-278(LC 12),7=278(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1438/1154,3-4=-1243/1110,4-5=-1243/1110,5-7=-1438/1154 BOT CHORD 1-8=-1075/1345,7-8=-1075/1345 WEBS 4-8=-468/455,5-8=-274/111,3-8=-274/111 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 5-4-10,Interior(1)5-4-10 to 9-2-8,Exterior(2)9-2-8 to 14-7-2 zone;end vertical left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions %,>>11111111•Ii� shown;Lumber DOL=1.60 plate grip DOL=1.60 `0- pSS A. q lie, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .s oM <e .jam 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �� .•• Ci E•N S•..'9jL • will fit between the bottom chord and any other members. . .• \., ••. �� 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=278,7=278. = N O 39380 .. :::::: 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2'gypsum _ 0. sheetrock be applied directly to the bottom chord. ,'11/`Y-ONA� CSS. Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mot 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 Indlvkkxtl 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,seeANsl/1111 Quality Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdiabie from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type a Qty Ply The Franklin I " T13824602 15735T0 T07 I Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:37 2018 Page 1 I D:xndkwn 1 cFm4gbUrPOYts7UzRf7s-YURxi PVq?oHogwp?AAGBk1_1 xK2yJ4K8ecs7CgzPDd4 4-0-0 8-11-0 12-11-0 4-0-0 4-11-0 I 4-0-0 Scale=1:22.1 Special 6x6 '0 Special NAILED NAILED 6x6 11 5.00 12 2 9 10 3 w IIIII 4x5% 4x5 N 4 ab N Illrialliammummmur 4164,11 II I I lir in _ O Hi it 11 12 13 6 14 L� 8 4x5— NAILED NAILED 4x5= 55 2x4 I I Special Special 2x4 I I 4-0-0I 8-11-0 I 12-11-0 4-0-0 4-11-0 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.03 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.06 6-7 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.36 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:59 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=744/0-3-8,5=743/0-3-8 Max Horz 8=55(LC 6) Max Uplift 8=-118(LC 8),5=-119(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1104/196,2-3=-979/194,3-4=-1104/196,1-8=-704/133,4-5=-704/133 BOT CHORD 6-7=-149/979 WEBS 1-7=-157/938,4-6=-158/939 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=54f1;eave=6ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);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)willT fits truss betweena the bolt sig herd for ad liveany load ofmembers.2on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `,,.0111 A'Iig,,',' 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(t=lb) Ns%00 ......� •••• ,.449 1,j� 8=118,5=119. s%� •CEg•• 1A_ i 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. V F•.•, % °• 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)174 lb down and 160 lb up at No 39380 4-0-0,and 174 lb down and 160 lb up at 8-11-0 on top chord,and 45 lb down at 3-9-14,32 lb down at 4-0-12,and 32 lb down at •, 8-10-5,and 45 lb down at 9-1-2 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). -Pr:: • ' icr LOAD CASE(S) Standard � ' ,'.r�0%F ; (C/ 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 i 0 = � , _ :4C/: Uniform Loads(plf) •i '� •i•�� P Vert:1-2=-60,2-3=-60,3-4=-60,5-8=-20 Concentrated Vert:2=-106(F)Loads )3=-106(F)6=-25(F)9=-47(F)10=-47(F)11=-60(F)12=-25(F)13=-25(F)14=-36(F) ,���ss��N A�� •��,`` Thomas A.Alban)PE No.39380 MITek USA.Inc.Ft.Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 t A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. la 1 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 Mulek" 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 trading of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type 7 Qty Ply The Franklin T13824603 15735T0 T08 Hip 1 1 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:37 2018 Page 1 I D:xndkwn 1 cFm4gbUrPOYts7UzRf7s-YURxi PVq?oHogwp?AAGBk1_zHK2QJ8a8ecs7CgzPDd4 I-- 6-0-0 I6-5-86-11-0 12-11-0 _--] 6-0-0 0-5-8 0-5-8 6-0-0 Scale=1:24.7 4x10 2 8 5.00 12 7 Lr 5x6 11 5x6 II 3 , N .t 2 — a 6 2x4 H 4 3x5 II 3x5 II 6-0-o 6-5-86-11-0 12-11-0 _,_. 6-0-0 0-5-8 0-5-8 6-0-0 Plate Offsets(X,Y)-- [4:0-2-0,0-0-12],[6:0-2-0,0-1-41 I — i LOADING (psf) SPACING- 2-0-0 j CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.05 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.11 5 >999 180 BCLL 0.0 * I Rep Stress Incr YES WB 0.09 Horz(CT) 0.01 4 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:47 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=505/0-5-8,4=505/0-3-8,4=505/0-3-8 Max Horz 6=72(LC 11) Max Uplift 6=-65(LC 12),4=-65(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-613/207,2-3=-613/207,1-6=-413/187,3-4=-413/187 BOT CHORD 5-6=-141/494,4-5=-141/494 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=2511;B=40ft;L=5411;eave=6ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 5-6-6,Interior(1)5-6-6 to 6-5-8,Exterior(2)6-5-8 to 12-9-4 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,�011111111/1 ii, 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `,O_A p.S A. q< I��', will fit between the bottom chord and any other members. �S r` ....... e 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,4. %sk� •••�G E N 8 '92 ,� 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum F•••. / • sheetrock be applied directly to the bottom chord. • No 39380 ;. ••'(i �•0 cv .•.••O R 1 O.. �.`•. ,°le`)/ON • tiaA�;C„`%� Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 t Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7073 rev.10/03/2015 BEFORE USE. Ita 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,seeANSI/IP11 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,Nexandria.VA 22314. Tampa,FL 33610 Job I Truss Truss Type I Qty Ply The Franklin T13824604 15735TO T09 Common I 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:38 2018 Page 1 I D:xndkwn 1 cFm4gbUrPOYts7UzRf7s-Oh?JvIVSm6PfH3OCj unQH EX7nkOd2bZHtI3cgkGzPDd3 6-5-8 12-11-0 6-5-8 6-5-8 Scale=1:24.4 5x6= 2 9 5.0012 8 . 53,6� 7 10 5x6 1 3 1 ,,1011111111111111111111111............. .11 N a d 5 6 4x5= 4 2x4 I 3x5 II 6-5-8 12-11-0 I 6-5-8 6-5-8 Plate Offsets(X,Y)-- [1:0-2-12,0-2-4],[2:0-3-0,0-2-4],[4:0-2-0,0-0-12],[6:0-2-0,0-1-4] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.04 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.10 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 I Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:56 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=505/Mechanical,4=505/0-5-8 Max Horz 6=73(LC 11) Max Uplift 6=-65(LC 12),4=-65(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-616/204,2-3=-623/203,3-4=-419/187,1-6=-434/189 BOT CHORD 5-6=-127/300,4-5=-133/500 WEBS 1-5=-28/269 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 5-6-6,Interior(1)5-6-6 to 6-5-8,Exterior(2)6-5-8 to 11-10-2 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,x01111111/i,/ 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,0.Q A. ,q� /ii' 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 . r'• e will fit between the bottom chord and any other members. `•s .•'\G•E•N S••.14,', � 5)Refer to girder(s)for truss to truss connections. "N 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,4. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum No *380 sheetrock be applied directly to the bottom chord. Thomas A.Albani PE No.39380 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 _ A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE. la Design valid for use only with MiTek®connectors.this design is based only upon parameters shown,and Is tor 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 Malek" Is always required far stab®IN and to prevent collapse with possble personal Inlay and property damage. For general guidance regarding the 6904 Parke East BNd. fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSBComponent Safety Information available from truss Plate institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job I Truss I Truss Type , I Qty Ply The Franklin 713824605, 15735T0 IT10 (Jack-Open 11 1 l , _ I I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:39 2018 Page 1 I D:xndkwn 1 cFm4gbUrPOYts7UzRf7s-UtZh75 W 4XOXW vDzOHbIfpS4Pk8cmn3PQ6wLDGjzPDd2 4-0-0 4-0-0 Scale=1:16.6 2 1 5.0002 12 2x4 I 41) 1 co a N ri II 5 3 kIti JUS24 4 2x4 I i 4-0-0 4-0-0 Plate Offsets(X,Y)-- 14:0-1-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.05 3-4 >867 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 1 Vert(CT) -0.11 3-4 >424 180 BCLL 0.0 ' Rep Stress lncr NO WB 0.00 Horz(CT) 0.06 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:13 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-2-10 oc bracing. REACTIONS. (lb/size) 4=391/0-5-8,2=135/Mechanical,3=262/Mechanical Max Horz 4=67(LC 8) Max Uplift 4=-34(LC 8),2=52(LC 8),3=-28(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2,3. 6)Use USP JUS24(With 1 Od nails into Girder&10d nails into Truss)or equivalent at 2-0-12 from the left end to connect truss(es)to `,,��1 111/1j�' front face of bottom chord. ,%% p g A. A #49 7)Fill all nail holes where hanger is in contact with lumber. %: o�• �e �j� 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ``•?<" •' G E 111.• IA_••• •• LOAD CASE(S) Standard No 39380 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,3-4=-20 Concentrated Loads(Ib) :-13,1 • CC Vert:5=-485(F) i ' • , • •i Fs• �O R 1'0. 0\��� Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,201€ -- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/20/5 BEFORE USE. MII Design valid for use only with MITek4 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 Indlvkival truss web and/or chord members only. Additional temporary and permanent bracing M iTek- Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication-storage,delivery,erection and bracing of trusses and trust systems,seeANSI/1911 Quality Criteria,DSB-89 and SCSI Building Component Safely Information available from Truss Plate Institute-218 N.Lee Sheet.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job I Truss Truss Type , I Qty Ply I The Franklin TI3824606 15735T0 T11 Roof Special Girder 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:40 2018 Page 1 I D:xndkwn 1 c Fm4gbUrPOYts7UzRf7s-y373KRXi IjfNXNYarl puMfcR6Y_OW N FaKa5no9zPDd1 4-0-0 10-0-012-5-8 18-11-0 4-0-0 6-0-0 2-5-8 6-5-8 Scale=1:33.0 5x6= Special 4 7x10= _ ,�� 5.00 12 6x6 — 2 NAILED ,.....-- 1I 4x5 GIli 4x6 N Iiiiiab :Li ITO ,, d N 2 E, n n D 1 Era 9 12 8 7 10 6 2x4 6x6= NAILED 4x5= 4x10= 2x4 I I Special 4-0-0 10-0-0 12-5-8 18-11-0 4-0-0 6-0-0 I 2-5-8 6-5-8 1 Plate Offsets(X,Y)-- 12:0-4-0,0-2-4),14:0-3-0,0-2-41,16:0-2-0,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.10 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.22 8-9 >999 180 BCLL 0.0 • Rep Stress lncr NO WB 0.60 Horz(CT) 0.02 6 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:99 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 6-9:2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 10=1103/0-5-8,6=880/0-5-8 Max Horz 10=73(LC 7) Max Uplift 10=-i71(LC 8),6=-124(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1775/290,2-3=-1978/330,3-4=-1327/230,4-5=1352/210,1-10=-1105/189, 5-6=-810/153 BOT CHORD 8-9=-220/1602,7-8=-264/1976 WEBS 2-8=-191/506,3-7=-1122/199,4-7=-73/743,1-9=-221/1582,5-7=-86/947 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=lOtmph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 `,,��a l U U I I tggi,' 3)Provide adequate drainage to prevent water ponding. - `�� p,S A. 4 1•, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. %• O�• �e e, 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �� .•• G E•N s••,IA.!.� will fit between the bottom chord and any other members. V F • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) No 39380 • 10=171,6=124. 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)209 lb down and 161 lb up at 4-0-0 on top chord,and 79 lb down at 4-2-3 on bottom chord. The design/selection of such connection device(s)is the •-0; �, responsibility of others. : • �ie��! •:�� 9) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). .0.. •/���!-- - P • LOAD CASE(S) Standard l• "(\....-----61 • R 1.• \G . 1)Uniform Roof Livelf(balanced):Lumber Increase=1.25,Plate Increase=1.25) ��k BO N A;�\��%‘ Vert:1-2=-60,2-3=-60,3-4=-60,4-5=-60,6-10=-20 Concentrated Loads(Ib) Thomas A.Albans PE No.39380 Vert:2=-113(F)9=-63(F)11=-75(F)12=-242(F) MiTek USA,Inc.R.Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 la A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.Ibis design is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use,the braiding designer must verify the applicability of design parameters and properly bcorporate 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 ktPgy and property damage. For general guidance regarding th e fabrication,storage,delivery,erection and bracing g of trusses and truss systems.seeANSt/iell Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information avdiabie from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type . Qty Ply The Franklin • T13824607 15735T0 T12 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:41 2018 Page 1 ID:xndkwnl cFm4gbUrPOYts7UzRf7s-QFgSYnYK31 nE8X7mPOL7ut9kcxPMFvIjZEgKLbzPDdO 6-0-0 12-11-0 18-11-0 6-0-0 6-11-0 6-0-0 Scale=1:32.4 7x10= 6x6 II g 2 3 10 5.00 12 6 w I ¢ 4x5 4x6 4,r< _4 `h ,, m ® j •I 1- I a 7 6 8 5 2x4 6x6= 4x10= 2x4 11 6-0-0 12-11-0 18-11-0 I 6-0-0 6-11-0 I 6-0-0 j Plate Offsets(X,Y)-- (1:0-2-4,0-2-0],(2:0-4-4,0-2-4],(5:0-2-0,0-0-4] I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.04 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.10 6-7 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.30 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:96 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=745/0-5-8,5=745/0-5-8 Max Horz 8=-70(LC 10) Max Uplift 8=-95(LC 12),5=95(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1124/300,2-3=-984/315,3-4=-1130/304,1-8=-687/222,4-5=-684/224 BOT CHORD 6-7=-234/977 WEBS 1-7=-136/776,4-6=-144/773 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25tt;B=40ft;L=54ft;eave=6ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 5-6-6,Interior(1)5-6-6 to 6-0-0,Exterior(2)6-0-0 to 12-11-0 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ``�W I W��I/illi, 3) Provide adequate drainage to prevent water ponding. ,�� _A .S A. .i ��� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ., �` . / t �j 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 ,..Nes'.•G E N S�.Ili•ice♦ will fit between the bottom chord and any other members. ♦ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,5. ... •• i 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2'gypsum No 39380 sheetrock be applied directly to the bottom chord. 14.iv llr •4/ . Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa R.33610 Date: April 19,201€ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9-7473 rev.10/03!2015 BEFORE USE. Design valid for use only with MITeke connectors.Ibis design Is based only upon parameters shown,and is for art Individual building component,not a truss system.Before use,the building designer must verify the appllcabillty of design parameters and properly incorporate this design Into the overall briding 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(or stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlabie from Iruss Plate institute,218 N.Lee Sheet.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply The Franklin T13824608 15735T0 T13 Hip 1 1 I I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:41 2018 Page 1 ID:xndkwnlcFm4gbUrPOYts7UzRf7s-QFgSYnYK31nE8X7mPOL7ut9epx07FwajZEgKLbzPDdO 8-0-0 10-11-0 18-11-0 8-0-0 2-11-0 8-0-0 Scale=1:31.6 6x6 Il 6x6 If 2 3 5.0012 0111 9 10 i N v 4 rl N • s 4 7 6 8 12x12= 5 6x6= 4x5= 12x12= 8-0-0 10-11-0 18-11-0 8-0-0 2-11-0 8-0-0 Plate Offsets(X,Y)-- ]5:Edge,0-9-11],[5:0-1-12,0-0-0],[8:0-1-12,0-0-0],[8:Edge,0-9-11] II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.12 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.21 5-6 >999 180 BCLL 0.0 " Rep Stress Incr YES WB 0.21 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:95 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=745/0-5-8,5=745/0-5-8 Max Horz 8=85(LC 11) Max Uplift 8=-95(LC 12),5=-95(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1045/270,2-3=-877/293,3-4=-1043/272,1-8=-664/231,4-5=-662/232 BOT CHORD 7-8=-196/462,6-7=-182/877,5-6=-138/453 WEBS 1-7=-45/579,4-6=-52/572 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 5-6-6,Interior(1)5-6-6 to 8-0-0,Exterior(2)8-0-0 to 10-11-0 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `,,�rt1 ft 11111.1S�' 3) Provide adequate drainage to prevent water ponding. 0% S A. I,' 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��� P q Zr 5)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,���� •••,G E•N S••.-7,,,,,, will fit between the bottom chord and any other members,with BCDL=10.Opsf. •• V F•••- •6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,5. No 39380 • 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. i0•• +viii. •4/: 1,••� •••�0R1-. rte`%. '',`SS'it ;/0 N A���o%�• 0. Thomas A.Afbanl PE No.39380 MITek USA,Inc.FL Cert 6694 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-7073 rev.10931015 BEFORE USE. pa Design valid for use only with MITekt 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. wachg indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required lot stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSUTPI I Quality Criteria,DSB-89 and BCSI Buildha Component 6904 Parke East Blvd. Safety Informalion avdidble from Truss Plate Institute.218 N.Lee Street,Suite 312-Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type I Qty Ply The Franklin 713824609 15735T0 T14 Common 14 1 I I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:42 2018 Page 1 I D:xndkwnl cFm4gbUrPOYts7UzRf7s-vSEgl6ZygLv5mhhzyjsM R4itVLfT_J2touaut2zPDd? 4-7-14 9-5-8 14-3-3 18-11-0 4-7-14 4-9-11 l 4-9-11 4-7-14 Scale=1:32.4 5x6= 3 5.00 12 1 tI 9 4x5 4 10 4x5 2 12 OP: iftiar 2x4 11 2x4 11 5 1 LC LO G i d j K7 8 4x5= 67x10= 4x5= 9-5-8 18-11-0 9-5-8 I 9-5-8 i Plate Offsets(X,Y)-- 12:0-2-4,0-2-01,[3:0-3-0,0-2-4],14:0-2-4,0-2-01,(6:0-2-0,0-2-0],(8:0-2-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.13 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.27 6-7 >816 180 BCLL 0.0 * Rep Stress Incr YES WB 0.45 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:98 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=745/0-5-8,6=745/0-5-8 Max Horz 8=-96(LC 10) Max Uplift 8=-95(LC 12),6=-95(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-307/45,2-3=-911/234,3-4=-911/234,4-5=-307/45 BOT CHORD 7-8=-245/944,6-7=-240/944 WEBS 3-7=-43/424,2-8=-853/278,4-6=-853/279 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=4Oft;L=54ft;eave=6ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 5-6-6,Interior(1)5-6-6 to 9-5-8,Exterior(2)9-5-8 to 14-10-2 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,`�rt1 1 1 1 1 1/II iii 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,0%A u S A. q� I,�'' 4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `� r`• e • will fit between the bottom chord and any other members. tb�NZ`�.••�G E Ns•-.9A 0� 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,6. • V F •. % • 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum No 39380 sheetrock be applied directly to the bottom chord. • • • ••046‘"c0...%..,-(• .0...A..\.".v•. \ -• 0•11./ONAkE CSS. 111111 Thomas A.AlbanI PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,201€ imoil, A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 raw.ION3f2015 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 possble personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/WPl I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bbd. Safety information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply The Franklin 713824610 15735T0 T15 Common 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:43 2018 Page 1 ID:xndkwnlcFm4gbUrPoYts7Uztf7s-NeoCzSZbbe1yOrG9W RNb_IE2FI?ijm101 YJRPUzPDd_ 4-7-14 9-5-8 14-3-3 18-11-0 4-7-14 4-9-11 i 4-9-11 4-7-14 Scale=1:32.4 5x6= 3 5.00112 4x5 10 11 4x5 2 4 9 12 110. Or40 2x4 II 2x4 I I 5 1 Is N Ell I OP. d 7 6 8 4x5= 7x10= 4x5=- 9-5-8 9-5-8 18-11-0 9-5-8 9-5-8 Plate Offsets(X,Y)-- (2:0-2-4,0-2-0],[3:0-3-0,0-2-4],(4:0-2-4,0-2-0],[6:0-2-0,0-2-0],[8:0-2-0,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.13 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.27 6-7 >816 180 BCLL 0.0 " Rep Stress lncr YES WB 0.45 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 I Code FBC2017/TP12014 Matrix-AS Weight:98 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=745/0-5-8,6=745/Mechanical Max Horz 8=-96(LC 10) Max Uplift 8=-95(LC 12),6=-95(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-307/45,2-3=-911/234,3-4=-911/234,4-5=-307/45 BOT CHORD 7-8=-245/944,6-7=-240/944 WEBS 3-7=-43/424,2-8=-853/278,4-6=-853/279 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 5-6-6,Interior(1)5-6-6 to 9-5-8,Exterior(2)9-5-8 to 14-10-2 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,,.011111 f ti,,,' 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,`� p,S A. q I,� 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 SN Q A <e 'jam will fit between the bottom chord and any other members. `����` ..\Ci E•N s•.S • 5)Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,6. i 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum No 3*9380 = sheetrock be applied directly to the bottom chord. • • Q r. i -J111111110- Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. pa 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 WRAC is always required for stability and to prevent collapse with possible personal i nBAy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdiabie from Truss Plate Institute.218 N.Fee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 i Job Truss I Truss Type • Qty Ply The Franklin T13824611 15735T0 T16 Monopitch Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:44 2018 Page 1 ID:xndkwnlcFm4gbUrPOYts7UzRf7s-rgMaAoaDLy90?_rL48ugWVnJ99PdSEu9FC3_xwzPDcz 3-2-8 6-5-0 3-2-8 3-2-8 Scale=1:22.9 4 - 2x4 5.00112 3x4 3 m 4x5 ce 2 I 1 lel" 00 e ill MEI 6 12 13 5 JUS24 3x6 I I 4x5= 4x10 I I JUS24 JUS24 3-2-8 6-5-0 3-2-8 3-2-8 Plate Offsets(X,Y)-- 11:0-4-8,0-0-81,[3:0-1-8,0-1-81,[6:0-4-4,0-1-81 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.02 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.04 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.43 Horz(CT) 0.01 5 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:41 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-3 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=1133/0-5-8,5=1549/Mechanical Max Horz 1=79(LC 8) Max Uplift 1=-135(LC 8),5=-243(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1295/160 BOT CHORD 1-6=-198/1159,5-6=-198/1159 WEBS 3-6=-134/1135,3-5=-1391/238 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);end vertical 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)will fls truss has been it between the bottom chord Nord andned for a live load of 20.0psf any other members on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,,```,A,PS A. .rtli',,,' 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=lb) sS se •. G E N s*-.14.!.. e . 1=135,5=243. i \' F • i 6)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-8-12 from the No 39380 left end to 5-8-12 to connect truss(es)to back face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard i� �`` -1� C[/` 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 .0 *�f��j • kf Uniform Loads(psf) ';', T; O R 1 I \_•• ConcentraVted Loads(Ib)rt:1-4=-60,5-7=-20 i•,, .. ......•`�%��• Vert:11=-725(B)12=-725(B)13=-730(B) �i,,+0 NAV-X1• 0 Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,201E 1110 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.1010312015 BEFORE USE. Design valid for use only with MtTeke connectors.lits 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 appticablity 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.seeANSt/lP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available horn Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job !Truss Truss Type Qty Ply The Franklin TI3824612 15735T0 1T17 Jack-Open Girder 1 1 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:45 2018 Page 1 I D:xndkwnl cFm4gbUrPOYts7UzRf7s-J 1 wyN8br6GHfd8QYesP33j KMAZeN BnQJ USoYTMzPDcy 4-0-0 6-5-0 4-0-0 2-5-0 Special Scale=1:18.6 5x6 2 3 X5.00 FIT EPA 2x4 II 1/ — ,/ 5 4 2x4 II 6 2x4 H Special 4-0-0 6-5-0 4-0-0 I 2-5-0 Plate Offsets(X,Y)-- 12:0-2-8,0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.14 5-6 >542 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.28 5-6 >266 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.03 Horz(CT) 0.22 3 rVa n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MP Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 6=314/0-4-12,3=179/Mechanical,4=180/Mechanical Max Horz 6=68(LC 8) Max Uplift 6=-31(LC 8),3=-40(LC 8),4=-28(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s)for truss to truss connections. ,�+1�tI111I t//l1� 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,3,4. ,0-*p,S A. q sed 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)176 lb down and 161 lb up at ,� Qr . �e e 4-0-0 on top chord,and 79 lb down at 4-2-2 on bottom chord. The design/selection of such connection device(s)is the .• \\ •••�G•E•Ng-- '92 • responsibility of others. k \ ..•-i%' °• 9) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ft.. No 39380 * LOAD CASE(S) Standard • 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 * Uniform Loads(plf) 7 /� j Vert:1-2=-60,2-3=-60,4-6=-20 . ��yy- /!- ,• 41/` Concentrated Loads(lb) i t>/�.�� —: 41 Z Vert:2=-113(F)5=-64(F) - •$'_•.rte O•,.••\�,,� c. NAL ,toN 11141- Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ME-7473 rev.10/03/2015 BEFORE USE. 11 Design valid for use only with MITek®connectors.This design k based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must 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/orchord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdiable from Truss Plate institute.218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss I Truss Type Qty Ply The Franklin 11 T13824613 15735T0 T18 Roof Special Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:47 2018 Page 1 ID:xndkwnlcFm4gbUrPOYts7UzRf7s-FP2jogc5etXNsSawIGRX88Pg_MM4fRncx9HeXFzPDcw 4-9-5 9-5-8 12-6-0 18-11-12 23-10-7 28-7-6 33-6-0 39-11-0 4-9-5 4-8-3 3-0-8 6-5-12 4-10-11 4-8-15 4-10-11 6-5-0 Scale=1:71.8 6x6= 5.00112 NAILED NAILED NAILED NAILED 3 6x6= 4x10= 6x6= 4x10= 6x6 It I eir 4x5 4 5 NAILED 6 NAILED 7 NAILED NAILED 8 26 NAILED ��ee in nn un nr o to a hw 2 � 18 0 ry 2122 >! 4 25 27 2x4 ` z---.ri / m �1 N 1 . ,n m 3. - _ 1^ •- r� ry i , ai�tl�nli�m�u��mro 17 16 15 14 28 29 13 30 3112 32 33 1134 35 10 4x5= 4x5= 8x12 MT2OHS= 3x6 NAILED 4x10= 7x6= NAILED 6x8= NAILED 4x5 I THD26 NAILED NAILED NAILED NAILED NAILED NAILED 6-5-0 12-6-0 18-11-1223-10-7 28-7-6 33-6-0 39-11-0 I 6-5-0 i 6-1-0 6-5-12 l 4-10-11 4-8-15 i 4-10-11 6-5-0 Plate Offsets(X,V)-- [2:0-2-4,0-2-01,[3:0-3-0,0-2-8],[t0:Edge,0-3-8],[11:0-2-0,0-2-41,[14:0-3-12,0-1-81,[15:0-5-8,0-3-0] I I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.43 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.86 13-14 >552 180 j MT2OHS 187/143 BCLL 0.0 * Rep Stress lncr NO WB 1.00 Horz(CT) 0.16 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:462 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-6,8-9:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No.2*Except* 10-12:2x4 SP No.1,12-15:2x6 SP No.1 WEBS 2x4 SP No.3*Except* 3-16,3-15:2x4 SP No.2 REACTIONS. (lb/size) 17=2853/0-5-8,10=3471/0-5-8 Max Horz 17=96(LC 24) Max Uplift 17=429(LC 8),10=-556(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-371/83,2-3=-5159/835,3-4=-9640/1570,4-5=-8568/1371,5-6=-10861/1784, 6-7=-10861/1784,7-8=-5889/989,8-9=-6329/1022,1-17=-277/72,9-10=-3327/567 BOT CHORD 16-17=-658/4452,15-16=-695/4901,14-15=-1814/11731,13-14=-1813/11729, 12-13=-1362/8767,11-12=-1366/8762,10-11=94/544 WEBS 2-16=-54/621,3-16=-473/214,3-15=-1099/6920,4-15=-3906/679,5-15=-3704/639, 5-14=-193/1831,5-13=-1055/155,6-13.542/224,7-13=-398/2574,7-11=-3590/594, 8-11=-178/1820,2-17=-4861/742,9-11=-789/5245 11111111111I//,l' NOTES- ```•0 ON- A. 44 • 11.1 • 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: `,��� ��C E Ns�.,�2/��� Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. No 39380 •• Webs connected as follows:2x4-1 row at 0-9-0 oc. • * • - 2 )All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. z-0 t �, • tr 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.opsf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. .. l �1/ /,G ;44/: II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 .0 • i 5) Provide adequate drainage to prevent water ponding. 1, .4\ Q P.••‘�%� 6)All plates are MT20 plates unless otherwise indicated. °, c<\ i ••.. R 1 • • 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �I Q-/ •e •SSS 8)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ��4. N A'11/111'11%0 will fit between the bottom chord and any other members. 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Thomas A.AlbanI PE No.39380 17=429,10=556. MITek USA,Inc.FL Cert 6634 10)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 18-11-12 from the left end to connect 6904 Parke East Blvd.Tampa FL 33810 truss(es)to front face of bottom chord. Date: 11) Fill all nail holes where hanger is in contact with lumber. April 19,201E 02rltriNi•dl613b tes 3-10d(0.148"x3")or 3-12d(0.148"x3.251 toe-nails Der NDS quidlines. a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIR-7473 rev.10/03/2015 BEFORE USE: mg Design valid for use only with MITek®connectors.this design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the balling designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. &acing Indicated Is to prevent buckling or individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria.DSB-89 and BCSt Building Component 6904 Parke East Blvd. ,. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 _ l Job Truss Truss Type • Qty Ply The Franklin T13824613 1573510 T18 Roof Special Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:47 2018 Page 2 I D:xndkwnl cFm4gbUrPOYts7UzRf7s-FP2jogc5etXNsSawlGRX88Pg_MM4fRncx9HeXFzPDcw LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-4=-60,4-8=-60,8-9=-60,10-17=-20 Concentrated Loads(Ib) Vert:14=-1529(F)6=-116(F)13=-52(F)19=-116(F)20=-116(F)22=-116(F)23=-116(F)24=-116(F)25=-116(F)26=-116(F)27=-119(F)28=-52(F)29=-52(F) 30=-52(F)31=-52(F)32=-52(F)33=-52(F)34=-53(F)35=-160(F) A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AW-7473 ntrv.10/03/2015 BEFORE USE. Design valid for use only with Miiekiconnectors.this design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ; building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing . MI TT ek Is always required for stability and to prevent collapse wilts possbte personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPIl Quality Criteria,DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avalobie from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply The Franklin T138246141 15735T0 T19 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:48 2018 Page 1 I D:xndkwn t c Fm4gbUrP0Yts7UzRf7s-jcb50Adj PBgE Uc97JzmhLytpmggOwMlAp1 C4hzPDcv 3-8-6I 9-5-8 10-6-p 17 -6-0 1 24-6-0 31-6-0 36-2-7 i 39-11-0 3-8-6 5-9-2 1-0- 7-0-0 7-0-0 7-0-0 4-8-7 3-8-9 Scale=1:71.8 5x6= 5.00 12 6x6= 2x4 I I 6x8= 7x10= 3 4 C! 18 5 6 19 20 7 4x5 17 as "' 21 4x5 216 8 22 n 2x4 3x4 I v r 9n 14 13 12 11 10 4x5= 4x5= 7x10= 4x10= 6x8= 4x5= 9-5-8 17-6-0 24-6-0I 31-6-0 39-11-0 9-5-8 8-0-8 7-0-0 7-0-0 8-5-0 Plate Offsets(X,Y)-- [2:0-2-0,0-2-0],[3:0-3-0,0-2-4],[6:0-3-4,0-3-0],[7:0-4-4,0-2-4],[8:0-2-0,0-2-0],[10:0-2-4,0-2-0],[12:0-3-4,0-3-0],[14:0-4-12,Edge],[15:0-2-0,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.30 12-13 >999 240 1MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.63 12-13 >760 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.85 Horz(CT) 0.17 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:218 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 15=1585/0-5-8,10=1585/0-5-8 Max Horz 15=96(LC 11) Max Uplift 15=-203(LC 12),10=203(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-361/6,2-3=-2720/559,3-4=-2577/574,4-5=-3677/777,5-6=-3677/777, 6-7=-3533/764,7-8=-2727/577,8-9=-334/29 BOT CHORD 14-15=-491/2202,13-14=-515/2851,12-13=-645/3533,11-12=-436/2473, 10-11=-480/2187 WEBS 2-14=0/418,3-14=-309/1714,4-14=-1698/383,4-13=-173/1048,5-13=-446/173, 6-12=-521/192,7-12=-245/1244,8-11=-12/326,2-15=-2349/603,8-10=-2328/569 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. .•%%1111111/11 II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 5-6-6,Interior(1)5-6-6 to 9-5-8,Exterior(2)9-5-8 to ``��Or` •.�*PS A. .4..4.149./.;•4,0,,,, 36-10-10,Interior(1)36-10-10 to 39-9-4 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for ,� •• reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 sem (',EN6.:" 3) Provide adequate drainage to prevent water ponding. , 'N •• \e F ••• 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 39380 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 15=203,10=203. :'O• CC► 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum 1 •.-•!�i F ; ZC/ sheetrock be applied directly to the bottom chord. OT%•• Q �(/ 1. v °'e <C15;•••.••• pR ‘0•••cam.. Thomas A.Alban'PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MK , Design valid for use only with MITekA connectors.This design 5 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 aril Buss systems-seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parka East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312-Alexandria,VA 22314. Tampa,FL 33610 Job I Truss Truss Type Qty Ply The Franklin s 713824615 15735T0 T20 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:50 2018 Page 1 ID:xndkwnl cFm4gbUrP0Yts7UzRf7s-g_jrRsf_xowyjvJVQP?Emm1 HLaQNsr82e7WJ8azPDct 5-4-14 10-5-0 16-9-15 23-1-2 29-6-0 34-6-2 39-11-0 5-4-14 5-0-2 6-4-15 6-3-3 6-4-15 5-0-2 5-4-14 Scale=1:69.0 7x10:- 7x10 2x4 I i 6x8= 5.00 12 3 18 4 19 20 5 21 6 fillm 4x5 4x5 C 7 4x6 17 22 4x6 ' 8 N if • 16 15 14 13 12 11 10 9 4x55x6= 6x6= 7x10= 4x5= 6x8= 5x6= 4x5 5-4-14 10-5-0 16-9-15 23-1-2i 29-6-0 34-6-2 39-11-0 i 5-4-14 5-0-2 6-4-15 6-3-3 6-4-15 5-0-2 5-4-14 Plate Offsets(X,Y)-- 13:0-4-4,0-2-41,[5:0-3-4,0-3-01,16:0-4-4,0-2-4],[9:Edge,0-3-8],110:0-3-0,0-2-0],111:0-3-8,0-3-01,115:0-3-0,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.23 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.47 12-13 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.83 Horz(CT) 0.13 9 n/a n/a j BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:226 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 16=1585/0-5-8,9=1585/0-5-8 Max Horz 16=-103(LC 10) Max Uplift 16=203(LC 12),9=-203(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2686/598,2-3=-2645/612,3-4=-3035/716,4-5=-3035/716,5-6=-3035/716, 6-7=-2643/611,7-8=-2687/598,1-16=-1516/363,8-9=-1516/363 BOT CHORD 15-16=-92/315,14-15=-534/2421,13-14=-454/2387,12-13=-573/3035,11-12=-429/2388, 10-11=-483/2422,9-10=-86/266 WEBS 2-15=-269/129,3-13=-182/923,4-13=-398/185,5-12=-451/179,6-12=-184/922, 6-11=0/251,7-10=-267/129,1-15=-448/2182,8-10=-446/2184 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. `,1,1111111/111. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 5-4-14,Interior(1)5-4-14 to 10-5-0,Exterior(2) •�%_A S A. 1I• 10-5-0 to 37-1-6,Interior(1)37-1-6 to 39-9-4 zone;end vertical lett and right exposed;C-C for members and forces&MWFRS for %'O�P q<e / • reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 1• :.A� ••��(,E N S+ '9� I� 3) Provide adequate drainage to prevent water ponding. • •. V F ••• - • 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide No *9380 • will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) � 16=203,9=203. ='O /�I CC Z 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum •• V v� �f •• <(J. sheetrock be applied directly to the bottom chord. i0�.Or�/f P ki iii111111► Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 % a.... a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design B based only upon parameters shown,and is for an IndMdual building component,not a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling at IndMdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek- is always required(or stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems,seeANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East BNd. Safety information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job I Truss Truss Type Qty Ply The Franklin TI3824616 15735T0 11T21 Hip 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:51 2018 Page 1 I D:xndkwnl c Fm4gbUrP0Yts7UzRf7s-8BH EeBfci62pL3uh_6W TIzaQLzk4bl PBsnFsgOzPDcs 6-4-15 12-5-0 19-11-8 27-6-0 33-6-2 39-11-0 6-4-15 6-0-1 7-6-8 7-6-8 6-0-1 6-4-15 Scale=1:69.0 7x102x4 I I 7x10= 5.00 I 3 17 4 18 5 4x5 4x5 6 1516 2 I 1920 5x6---:-- I 5x6 1 7 7 :. 4% N a a --- t A. Ia 22 14 13 12 21 11 10 9 8 4x5 II5x6= 6x6= 4x10= 6x6= 5x6= 4x5 II 6-4-15 12-5-0 19-11-8I 27-6-0 33-6-2 39-11-0 6-4-15 6-0-1 7-6-8 7-6-8 6-0-1 6-4-15 Plate Offsets(X,Y)-- [1:0-2-12,0-2-01,13:0-4-4,0-2-41,[5:0-4-4,0-2-41,17:0-2-12,0-2-01,18:Edge,0-3-8),19:0-3-0,0-2-01,113:0-3-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.20 11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.43 11-12 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.83 Horz(CT) 0.11 8 n/a rUa BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:223 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 14=1585/0-5-8,8=1585/0-5-8 Max Horz 14=-118(LC 10) Max Uplift 14.203(LC 12),8=-203(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2760/611,2-3=-2555/604,3-4=-2704/669,4-5=-2704/669,5-6=-2555/604, 6-7=-2760/611,1-14=-1510/367,7-8=-1510/367 BOT CHORD 13-14=-91/394,12-13=-541/2481,11-12=-428/2292,10-11=-397/2292,9-10=-491/2481, 8-9=-107/321 WEBS 3-12=-1/351,3-11=-1301658,4-11=-506/219,5-11=-131/658,5-10=-1/351, 1-13=-454/2179,7-9=-452/2179 NOTES- 1)Unbalanced roof live loads have been considered for this design. Wind: CE 7-10;Vult=130mph gust)Vasd=101mph; ;L=54ft;eave=6ft; 2)II;Exp B;E cl.,GCpi=0.18;MWFRS(directional)one)and C-C Exterior(2)0-1-12 p to 5-6-6,l tenor(1)5-6-6 to 12-5-0,Exterior(2)112 5-0 Cat. `S%aop,S A. 4 ��0 to 35-1-6,Interior(1)35-1-6 to 39-9-4 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions `• e shown;Lumber DOL=1.60 plate grip DOL=1.60 �•`��` .••�G E N S••. ;A. of 3) Provide adequate drainage to prevent water ponding. • \' •'• i 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide No 39380 * will fit between the bottom chord and any other members,with BCDL=10.0psf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib) • // 7�• 14=203,8=203. /- 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum ?3 +, ' �Ci. sheetrock be applied directly to the bottom chord. i •'. �� �' �� 'sit;°N A�EC0`N� o. Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,201E A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. int Design valid for use only with MiTek®connectors.Ibis design Is based only upon parameters shown,and is for an individual balding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss j Truss Type Qty Ply The Franklin T13824617 15735T0 T22 Hip 1 1 I I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:52 2018 Page 1 I D:xndkwn t c Fm4gbUrPOYts7UzRf7s-cNrcrXgETPAgzDSuYq 1 irB6ZKN5uKIoLSR?PDSzPDcr 7-4-15 14-5-0 19-11-8 25-6-0 32-6-1 39-11-0 7-4-15 7-0-1 5-6-8 5-6-8 7-0-1 7-4-15 Scale=1:69.0 7x10 2x4 II 7x10= 317 18 4 19 5 20 5.00 12 Om, @OW .. 4x5 4x5 z-..--- 162 6 21 15 <; 22 6x6 6x6 1 7 N R r p ro r c — • sflL — 7 4 14 13 12 23 11 24 10 9 8 4x54x5 I 5x6= 6x6= 4x10= 6x6= 5x6= 7-4-15 14-5-0 19-11-8 25-6-0 32-6-1 39-11-0 7-4-15 7-0-1 5-6-8 5-6-8 I 7-0-1 I 7-4-15 Plate Offsets(X,Y)-- [1:Edge,0-2-8),[3:0-4-4,0-2-4),[5:0-4-4,0-2-4),[7:Edge,0-2-8),[8:Edge,0-3-81,[9:0-3-0,0-2-0j,[13:0-3-0,0-2-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.18 11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.36 10-11 >999 180 BCLL 0.0 * I Rep Stress lncr YES WB 0.82 Horz(CT) 0.11 8 rVa n/a BCDL 10.0 I Code FBC2017/TP12014 Matrix-AS Weight:233 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 14=1585/0-5-8,8=1585/0-5-8 Max Horz 14=134(LC 10) Max Uplift 14=203(LC 12),8=-203(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2808/611,2-3=-2431/590,3-4=-2337/613,4-5=-2337/613,5-6=-2431/590, 6-7=-2808/611,1-14=-1505/369,7-8=-1505/369 BOT CHORD 13-14=-94/458,12-13=-535/2518,11-12=-396/2161,10-11=-360/2161,9-10=-485/2518, 8-9=-125/374 WEBS 2-12=-433/160,3-12=-17/400,3-11=-93/428,4-11=-349/154,5-11=-93/428, 5-10=-17/400,6-10=-433/160,1-13=-444/2157,7-9=-442/2157 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. 00111111i/1i II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 5-6-6,Interior(1)5-6-6 to 14-5-0,Exterior(2)14-5-0 /14494 ��/�� to 33-1-6,Interior(1)33-1-6 to 39-9-4 zone;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions `' o`��t,' •PS A. • �e 'j shown;Lumber DOL.-1.60 plate grip DOL=1.60 �� '��`•.•.\C E N g'••'�°am.�� 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. • No 39380 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=10.0psf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 14=203,8=203. :"O• �� • Q 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum 13%% :41e1.--.— •F i[/ sheetrock be applied directly to the bottom chord. . O ""i - 4./Z• �.(\•.yi/ O?Q..' `� i•tis••...R ��`N pis/`'/0 N A'Stimu� o`0� Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10/132015 BEFORE USE. ii Design valid For use only with MITeka connectors.This design Is based only upon parameters shown-and Is for an IndMdual 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 IndMdual 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 int ury and property damage. For general guidance regarding the fabrication,storage-delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bbd, Safety Information avdiable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type , Qty Ply The Franklin 113824618 15735T0 T23 HIP 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:53 2018 Page 1 I D:xndkwn 1 cFm4gbU rPOYts7UzRf7s-4ZP_3thsEj I XaN 146XYxOOfmfnPQ3BEUK5kzIvzPDcq 3-8-10 10-0-1 16-5-0 19-11-8 23-6-0 29-10-15 36-2-6 39-11-0 3-8-10 6-3-7 6-4-15 3-6-8 3-6-8 6-4-15 6-3-7 3-8-10 Scale=1:70.5 6x6 11 6x8 5.00 12 4 5 ;l 3; 4x5% / 4x5 6 16 17 7x10 15 18 7x10 i. 2 7 �.�►� rl 2x4 1_1 00.000000 2x4 II • 8 l!1 to 14 13 12 19 11 20 10 9 4x5= 4x5= 7x10= 6x6= 4x5= 4x5=- 8-1-12 8-1-12 15-8-13 19-11-8 24-2-3i 31-9-5 39-11-0 8-1-12 7-7-2 4-2-11 4-2-11 7-7-2 8-1-11 Plate Offsets(X,Y)-- [4:0-0-12,0-3-0],[5:0-3-12,0-2-4],[9:0-2-450-2-0],112:0-3-4,Edgej,[14:0-2-4,0-2-01_ - - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.25 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.49 11-12 >967 180 BCLL 0.0 * Rep Stress Incr YES WB 0.87 Horz(CT) 0.15 9 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:226 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-5-12 OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d (0.1315x3•)nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 14=1585/0-5-8,9=1585/0-5-8 Max Horz 14=149(LC 11) Max Uplift 14=203(LC 12),9=203(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-305/34,2-3=-2697/581,3-4=-2315/577,4-5=-2024/576,5-6=-2315/577, 6-7=-2698/581,7-8=-305/34 BOT CHORD 13-14=-484/2236,12-13=-497/2413,11-12=-322/2023,10-11=-447/2413,9-10=-486/2235 WEBS 2-13=0/279,3-12=-481/185,4-12=-46/522,5-11=-42/552,6-11=-482/185,7-10=0/280, 2-14=-2396/572,7-9=-2396/571 NOTES- 1)Unbalanced roof live loads have been considered for this design. ,, /1111111 /gi' 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. %��-A S A. �Ie II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 5-6-6,Interior(1)5-6-6 to 16-5-0,Exterior(2)16-5-0 %•%%01.1\p1/49 C-'P .q4e ••j to 23-6-0,Interior(1)31-1-6 to 39-9-4 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions `••���••�G E•Nd'-.-741/4 4 shown;Lumber DOL=1.60 plate grip DOL=1.60 •• , F ••. 3) Provide adequate drainage to prevent water ponding. No 39 380 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=10.0psf. • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7.-13_,t � CC 14=203,9=203. •• 41.—‘211"" 0115'4 F . �(/ 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum .0 •. 111,...., -...0•-,.. ��C/ sheetrock be applied directly to the bottom chord. %'� V..' \ •�� 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. #00•••..R 1.• C?`'' "4/O N A�1-00 Thomas A.Albani PE No.39380 MITek USA,Inc.Ft.Cert 6834 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,201E is—_ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7.173 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 kdividuat 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/dr chord members only. Additional temporary and permanent bracing Mile k' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication,storage,delivery,erection and bracing 01 trusses and truss systems.seeANSI/lPl I Quality Criteria,DSB-89 and BCSI Butiding Component 6904 Parke East Blvd. Safely Information avdiable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job I Truss Truss Type * Oty Ply The Franklin T13824619 15735T0 T24 Hip 1 1 I 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:55 2018 Page 1 I D:xndkwn 1 c Fm4gbUrPOYts7UzRf7s-OyXkUZj6m KYFgh BTDybPTpk6tb58X5fnnPD4pnzPDco 3-8-10 10-0-1 15-8-13 19-11-8 24-2-3 29-10-15 36-2-6 39-11-0 3-8-10 6-3-7 5-8-12 4-2-11 4-2-11 5-8-12 6-3-7 3-8-10 Scale=1:70.5 7x10= 2x4 I 7x10 5.00 12 4 19 5 20 6 4x5 4x5 3 7 18 `.1 :1. 21 7x10 i � � 22 2 87x10 n 2x4 II �.�►� 17 .��� 2x4 II 1 O r1./ N,r as \a ° X 16 15 14 13 12 11 10 4x5= 4x5= 6x8= 4x10= 6x8= 4x5= 4x5= 8-1-12 15-8-13 19-11-8I 24-2-3 31-9-5 39-11-0 8-1-12 7-7-1 4-2-11 4-2-11 7-7-1 8-1-12 Plate Offsets(X,Y)-- [4:0-4-4,0-2-41,16:0-4-4,0-2-4],110:0-2-4,0-2-01,112:0-3-8,0-3-0],114:0-3-8,0-3-01,[16:0-2-4,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.16 13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.36 11-12 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.88 Horz(CT) 0.15 10 rl/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:244 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 16=1585/0-5-8,10=1585/0-5-8 Max Horz 16=143(LC 11) Max Uplift 16—203(LC 12),10=-203(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-294/34,2-3=-2700/588,3-4=-2305/583,4-5=-2149/585,5-6=-2149/585, 6-7=-2305/583,7-8=-2700/588,8-9=-294/34 BOT CHORD 15-16=-494/2238,14-15=-503/2411,13-14=-364/2064,12-13=-331/2064, 11-12=-453/2411,10-11=-490/2238 WEBS 2-15=0/282,3-14=-485/184,4-14=-56/463,4-13=-85/325,5-13=-262/118,6-13=-85/325, 6-12=-56/463,7-12=-485/184,8-11=0/282,2-16=-2407/573,8-10=-2407/572 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. `, 1111111 t1/���, II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 5-6-6,Interior(1)5-6-6 to 15-8-13,Exterior(2) %S S A. 15-8-13 to 31-9-9,Interior(1)31-9-9 to 39-9-4 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for ,�•Qr•P ;4�e �'j_ reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,•V�� .•'\C E•N s 14, � 3)Provide adequate drainage to prevent water ponding. •• `' F•••• •• 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 39380 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 16=203,10=203. �" 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum , -,,� . -•F ; ((/- sheetrock be applied directly to the bottom chord. 0•• - - 4C/ • • its •, OR1 P0• miiiitlit- Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10W3/2015 BEFORE USE. miff Design valid for use only with MITekJ connectors.RVs design is based only upon parameters shown,and Is for an indMdual 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. Addtlonal temporary and permanent bracing Mibek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TP11 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute-218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job I Truss Truss Type * Qty Ply The Franklin J. T13824620 15735T0 T25 Hip 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:56 2018 Page 1 ID:xndkwn1cFm4gbUrPOYts7UzRf7s-U846hvjkXeg6Sgmfnf6e?1 HE6_TRGYcx03zdMEzPDcn 7-5-0 14-1-10 20-3-0 25-9-7 31-0-11 34-5-0 39-11-0 7-5-0 6-8-10 6-1-7 5-6-6 5-3-5 3-4-5 5-6-0 Scale=1:70.2 7x10= 4x5= 6x6 11 3 21 22 4 23 245 5.00 12 �= r �• ' 4x5 4x5 I I g 20 2,, I I 25 4x5 J 19 7 — I � 5X6-=-, W 6X6 i V` 1 �. 1 ��• Zs, N O e- .: 1-1 1Ia - 14 12 7x10= 13 18 17 16 15 4x10= 11 10 ,9 4x56x8= 6x8= 3x4 I I 2x4 6x8= 4x5 I I 7x10= 7-5-0 14-1-10 20-3-0 25-9-7 31-0-11 34-5-0 39-11-0 7-5-0 6-8-10 6-1-7 5-6-6 5-3-5 3-4-5 5-6-0 Plate Offsets(X,Y)-- [1:0-2-12,0-2-41,13:0-4-4,0-2-4),18:0-2-12,0-241,[9:Edge,0-3-8),110:0-4-0,0-2-121,112:0-5-8,Edge),[14:0-5-8,Edge1,117:0-3-12,0-3-01 LOADING (psf) • SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.21 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.43 13-14 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.83 Horz(CT) 0.14 9 r1/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:248 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. 4-15,6-11:2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 18=1585/0-5-8,9=1585/0-5-8 Max Horz 18=131(LC 10) Max Uplift 18=-203(LC 12),9=-203(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2801/611,2-3=-24461592,3-4=-2627/666,4-5=-2427/627,5-6=-2676/637, 6-7=-3119/710,7-8=-2680/568,1-18=-1505/369,8-9=-1511/359 BOT CHORD 17-18=-97/450,16-17=-537/2512,15-16=-46/272,13-14=-479/2641,12-13=-548/2882, 6-12=-26/277,10-11=-87/274,9-10=-94/290 WEBS 2-16=-409/158,14-16=-356/1919,3-14=-1551733,4-13=-464/106,5-13=-99/689, 6-13=-574/199,10-12=-397/2186,7-12=-100/538,7-10=-748/205,1-17=-440/2146, 8-10=-413/2147 NOTES- ,01111 11IIIII� 1)Unbalanced roof live loads have been considered for this design. ���� S A. <�I�' 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psi;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. „.• I-% P .. e , II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 5-6-6,Interior(1)5-6-6 to 14-1-10,Exterior(2) �•���••�G•E •IV 5'•••'9�• 14-1-10 to 33-4-12,Interior(1)33-4-12 to 39-9-4 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for V F•••, / 1. reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 No 39380 � 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. T. -0 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except at=lb) i13 •• 1U. 18=203,9=203. •0A\•C�` t"... �, 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum ice, O R 1 Q••. ,� sheetrock be applied directly to the bottom chord. • ,'��0c•:. N Al-�;,-r`` Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 f 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERANCE PAGE Ms-7473 rev.10/03/2015 BEFORE USE. mll Design valid for use only with MITeky connectors.This design is based only upon parameters shown,and Is for an krdMdual bolding 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 wlh possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1Pol Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avdlable from Trus Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss 'Truss Type Qty Ply The Franklin I T13824621 15735T0 T26 Hip i1 1 1 ,Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:27:57 2018 Page 1 I D:xndkwn 1 cFm4gbUrPOYts7UzRf7s-zKeVvFkN Iyoy3_LrLNdtYEpQbOnY??P4FjiAugzPDcm 5-4-13I 12-6-6 20-3-0 27-4-10 31-0-11 34-6-3 39-11-0 5-4-13 7-1-9 7-8-10 7-1-9 3-8-2 3-5-7 5-4-13 Scale=1:70.4 7x10: 2x4 I I 7x10 5.00 riT 3 20 4 21 22 5 rak * 4x5 6 4x5% ? 4x5 2 7 23 0 4x6 19 5x6 rb 1 / v 0. I1 ai r �.., ti c c - — X14 12:4°. - . 1�lo 7x10= 13 :_: 18 17 16 154x5= 11 10 9 3x4I7x10= 6x8= 3x5 II 2x4 II 6x8= 4x5 I I 7x10= 5-4-13 12-6-6 20-3-0 27-4-10 31-0-11 34-6-3 39-11-0 5-4-13 7-1-9 7-8-10 7-1-9 3-8-2 3-5-7 5-4-13 Plate Offsets(X,Y)-- [3:0-4-4,0-2-4],[5:0-4-4,0-2-4],[8:0-2-12,0-2-4],[9:Edge,0-3-8],[10:0-4-0,0-2-12],[12:0-5-8,Edge],[14:0-3-8,Edge],[15:0-2-8,0-0-4] LOADING (psf) j SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.23 13-14 >999 240 MT20 244/190 TCDL 10.0 ! Lumber DOL 1.25 BC 0.77 Vert(CT) -0.51 13-14 >935 180 BCLL 0.0 * Rep Stress lncr YES WB 0.86 Horz(CT) 0.15 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-AS I Weight:243 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. 4-15,6-11:2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 18=1585/0-5-8,9=1585/0-5-8 Max Horz 18=119(LC 11) Max Uplift 18=-203(LC 12),9=-203(LC 12) FORCES. (Ib)-Max-Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2715/600,2-3=-2570/596,3-4=-2972/722,4-5=-2998/729,5-6=-2810/660, 6-7=-3106/716,7-8=-2675/581,1-18=-1524/357,8-9=-1512/360 BOT CHORD 17-18=-65/288,16-17=-547/2460,15-16=-63/340,4-14=-499/216,13-14=-443/2571, 12-13=-535/2847,10-11=-62/310,9-10=-90/280 WEBS 2-17=-253/145,14-16=-368/1962,3-14.191/934,5-14=-143/666,5-13=-52/478, 6-13=-401/164,10-12=-423/2143,7-12=-75/509,7-10=734/214,1-17=-487/2262, 8-10=-431/2155 NOTES- ,,��1111111/III 1)Unbalanced roof live loads have been considered for this design. ���`__AA PS A. ,. '��� 2)Wind:ASCE 7-10;Vult=13Omph(3-second gust)Vasd=101mph;TCDL=S.Opsf;BCDL=5.Opsf;h=25ft;B=4Oft;L=54ft;eave=6ft;Cat. �i --,Vis' 1.e Ij II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 5-4-13,Interior(1)5-4-13 to 12-6-6,Exterior(2) �� Ci E•N••••.'9 �i� 12-6-6 to 35-0-0,Interior(1)35-0-0 to 39-9-4 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for ••\' SF •••L� reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • No 39380 ' 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. '� 4.111.....1,11)-00401111P ; Q 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=1b) : `� ; 4(/+ 18=203,9=203. i 0 4/ 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum i,'C� ( O R `Q ''.•• ,,� sheetrock be applied directly to the bottom chord. ♦ C_? ---SS• ON A tL r1%'' Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 ...— QA WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.this design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the bending 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 possble personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply I The Franklin ' T13824622 15735T0 T27 :Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 Mitek Industries,Inc. Thu Apr 19 07:27:58 2018 Page 1 I D:xndkwnl c Fm4gbUrPOYts7UzRf7s-RXCt6b1?2Fwph8w2u4864SMd 1 o3NkQ5DTNSkQ6zP Dcl 5-4-13 10-11-3 15-0-0I 20-3-0 24-7-7 28-11-13 31-0-111 34-6-3 39-11-0 5-4-13 5-6-6 4-0-13 5-3-0 4-4-6 4-4-6 2-0-14 3-5-7 5-4-13 Scale=1:70.2 7x10 4x5= 2x4 H 6x6= 6x6 (1 5.00'12 3 4 23 5 24 6 25 7 4x5 C 01 rs 9 [! .1 8 4x5% ;. 4x5 ci 2 9 0 ------rd 26 4x6 5x6 N 1 10 tr • 7x10= 15 21 20 19 18 17 4x10= 13 12 11 4x5 I I 6x8= 4x5= 6x8= 3x4 II 2x4 I 6x8= 4x5 I 7x10= 5-4-1310-11-3 15-0-0 I 20-3-0 i 28-11-13 31-0-111 34-6-3 39-11-0 5-4-13 5-6-6 4-0-13 5-3-0 8-8-12 2-0-14 3-5-7 5-4-13 Plate Offsets(X,Y)-- 13:0-4-4,0-2-41,110:0-2-12,0-2-41,111:Edge,0-3-81,112:0-4-0,0-2-121,(14:0-5-12,Edge1,116:0-3-8,Edge1,[18:0-4-0,0-2-41,120:0-3-4,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.52 Vert(LL) -0.26 15-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.62 15-16 >761 180 BCLL 0.0 * Rep Stress Incr YES WB 0.96 Horz(CT) 0.16 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:251 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied. 5-17,8-13:2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 21=1585/0-5-8,11=1585/0-5-8 Max Horz 21=107(LC 11) Max Uplift 21—203(LC 12),11=-203(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=2694/597,2-3=-2617/609,3-4=-2766/665,4-5=-3358/772,5-6=-3389/774, 6-7=-2723/644,7-8=-2934/673,8-9=-3093/714,9-10=-2676/591,1-21=-1520/360, 10-11=-1512/362 BOT CHORD 20-21=-85/302,19-20=-539/2435,18-19=-449/2356,17-18=-94/277,5-16=-294/122, 15-16=-609/3168,14-15=-523/2824,12-13=-50/363,11-12=-88/279 WEBS 2-20=-261/139,3-18=-160/776;4-18=-849/228,16-18= =428/2524,4-16141/820, 6-16=-22/400,6-15=-747/203,7-15=-171/915,12-14=-439/2091,9-14=-491523, 9-12=-724/219,1-20=-457/2210,10-12=-434/2158 NOTES- �%��1_,A,PS'A��• q�iie 1)Unbalanced roof live loads have been considered for this design. , 1. ss Or,•........g•-.14,-- II; �e ,j_ 2)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. ,•��•. ‘GE N 5+•• ;4, -� II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 5-4-13,Interior(1)5-4-13 to 10-11-3,Exterior(2) V F• •• 10-11-3 to 36-7-3,Interior(1)36-7-3 to 39-9-4 zone;end vertical left and right exposed;C-C for members and forces&MW FRS for = No 39380 reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 'U 17 r. will fit between the bottom chord and any other members. i o--.!�u F : -(/ 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) rO••, t � �<(/; 21=203,11=203. io. •:.>f Q V•1••• ,� 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum •0 0•••.9 . .•!!I.\C?`% sheetrock be applied directly to the bottom chord. II' '/O N A;S.N `• •iiiiiii Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6834 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MA-7473 rev.10/03/2075 BEFORE USE. mg Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Effacing 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 gukiance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avaliabie from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type i Qty Ply The Franklin T13824623 15735T0 1 T28 Hip 1 1 Job Reference(optional) I Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:28:00 2018 Page 1 I D:xndkwn 1 cFm4gbUrPOYts7UzRf7s-NvKdXGmFatAXWS400VAaAtRw2cmeC Ky W xhxgV?zPDcj 3-6-0 9-4-0 15-0-0 20-3-0I 25-5-0 30-7-0 31/0111 34-6-3 39-11-0 3-6-0 5-10-0 5-8-0 5-3-0 5-2-0 5-2-0 0-5-11 3-5-7 5-4-13 Scale=1:70.5 2x4 H 6x6 11 4x10= 6x6= 2x4 II 6x6=- 5.00 12 3 4 23 5 24 6 7 8 !� • is 4x5 4x5 22N 9 o 2x4 II 21 2,s • 25 5x6 1 i 10 e /00 �6 14: . 4: ,oto INIMP . 7x10= 15 20 19 18 174x10= 13 12 11 4x64x5 8x12= 5x6= 3x4 I I 2x4 I I 6x8= 7x10= 9-4-0 15-0-0I 20-3-0 25-5-0 31-0-11 34-6-3 39-11-0 9-4-0 5-8-0 5-3-0 5-2-0 5-7-11 3-5-7 5-4-13 Plate Offsets(X,Y)-- [2:0-1-12,0-2-0],[7:0-3-0,0-2-81,[10:0-2-12,0-2-41,111:Edge,0-3-8],112:0-4-0,0-2-121,[14:0-3-8,Edge],[16:0-6-4,Edge],120:0-2-12,0-2-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Idefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.31 15-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.63 15-16 >754 180 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(CT) 0.20 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:242 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. 5-17,8-13:2x4 SP No.3 WEBS 2x4 SP No.3*Except" 16-18:2x4 SP No.2 REACTIONS. (lb/size) 11=1585/0-5-8,20=1585/0-5-8 Max Horz 20=95(LC 11) Max Uplift 11=-203(LC 12),20=-203(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-377/0,2-3=-2715/593,3-4=-2463/590,4-5=-3897/863,5-6—3665/825, 6-7=-3665/825,7-8=-3051/704,8-9=-3104/693,9-10=-2676/590,10-11=-1512/364 BOT CHORD 19-20=-543/2171,18-19=-597/3180,17-18=-69/414,15-16=-743/3941,14-15=522/2804, 11-12=-87/279 WEBS 2-19=-5/448,3-19=-78/674,4-19=-1020/217,4-18=-298/118,16-18=-533/2791, 4-16=-173/931,5-15=-419/74,6-15=-314/155,7-15=-219/1157,7-14=-56/293, 12-14=-418/2213,9-14=-40/572,9-12=-738/209,2-20=-2331/662,10-12=-418/2158 ,,111111111/,,�' NOTES- `0%-A p,S A. q ,i, 1)Unbalanced roof live loads have been considered for this design. �� Or �e ,I 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40tt;L=54ft;eave=6ft;Cat. •� •••GEN 4/4/,,,, II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 5-6-6,Interior(1)56-6 to 9-4-0,Exterior(2)9-4-0 to •••Ne SF••• , • 38-2-6,Interior(1)38-2-6 to 39-9-4 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions N O 3 9380 � 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 : *0 /—i ,• will fit between the bottom chord and any other members. i �14�'/ ` :��; 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(it=lb) -O 11=203,20=203. le T P•• 7)This truss design requires that a minimum of 7/16"structural wood sheathingbe applied directlyto the topchord and 1/2" sum ,e� •C R 1�'`�?\��` sheetrock be applied directly to the bottom chord. pp gypsum ,��ISs/• •• •�\,`.• �,,,i�N A�111�� Thomas A.Albanf PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,201E 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with 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 Lxrckting of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek_ Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lPlt 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. Tanga,FL 33610 Job Truss Truss Type . i 'Qty Ply 1 The Franklin 713824624 15735T0 T29 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:28:01 2018 Page 1 ID:xndkwn1cFm4gbUrP0Yts7UzRf7s-r6u?kcntLAlOYcecaDhpi4_1 N?7mxoWg9LgO1 RzPDci 7-8-13l 15-0-0 20-3-0 26-0-14 32-2-3 34-6-3 39-11-0 7-8-13 7-3-3 5-3-0 5-9-13 6-1-5 2-4-0 5-4-13 Scale=1:70.1 7x10- 7x10= 500 12 4x5= 6x6= 4x5= 2 322 4 2324 5 6 4x5 21fP { r vi7 Sx6 o 5x61 v %a M - _ _ Iol0 ? .. 15 •• 2f!�_! ral •• 7x10— 14 19 18 17 16 4x5= 12 11 10 9 3x4 I2x4 I! 4x5 'I 6x6= 6x8= 3x4 II 6x8= 2x4 I' 2x4 6x8= 7-8-1315-0-0 I 20-3-0 26-0-14 I 31-0-11 $2-2-3 34-6-3 39-11-0 7-8-13 7-3-3 5-3-0 5-9-13 4-11-14 4-1-8 2-4-0 5-4-13 Plate Offsets(X,Y)-- [1:0-2-4,0-2-81,[2:0-4-4,0-2-41,16:0-4-4,0-2-4],[8:0-2-12,0-2-4],[9:Edge,0-3-81,[10:0-2-8,0-2-8],113:0-5-8,0-3-8],115:0-3-8,Edgel,117:0-2-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.41 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.84 14-15 >564 180 BCLL 0.0 • Rep Stress Incr YES WB 0.92 Horz(CT) 0.19 9 n/a n/a j BCDL 10.0 Code FBC2O17/TPI2014 Matrix-AS i Weight:229 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied. 4-16,12-20:2x4 SP No.3,13-15:2x4 SP No.1 WEBS 2x4 SP No.3`Except* 15-17:2x4 SP No.2,1-19:2x6 SP No.2 REACTIONS. (lb/size) 19=1586/0-5-8,9=1597/0-5-8 Max Horz 19=-84(LC 10) Max Uplift 19=200(LC 12),9=-194(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2771/583,2-3=-3704/809,3-4=-4638/963,4-5=-4718/977,5-6=-4342/922, 6-7=-3234/700,7-8=-2693/559,1-19=-1507/379,8-9=-1526/359 BOT CHORD 18-19=-186/457,17-18=466/2473,16-17=-105/540,4-15=-291/115,14-15=-812/4342, 13-14.549/2994,9-10=-92/290 WEBS 2-17=-263/1495,3-17=-1016/268,15-17=-583/3228,3-15=-202/1078,5-15=-96/492, 5-14=-625/215,6-14=-300/1597,6-13=-41/298,7-13=-99/802,7-10=-937/240, 1-18=-325/2068,8-10=-384/2163,10-13=468/2409 NOTES- N��`-�-�1A NS'A. A�'Ie., 1)Unbalanced roof live loads have been considered for this design. NS Or,. Az''Ie.,., • 2) II; nd:ASCE ExpB;Enc.,10;Vult=130mph G pi=0.18;MWFRS(direcctionat))and C'C Exterior(2)0-2-2 to 5-7-6,Interior(1)5-7 6 to 7 8-13 Exteriove=6ft;r(2)7 8-13 Cat. :�•"?•.��G E Aro�.'9-I% °; to 39-9-4 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 No 39380 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 10• /�' 0: will fit between the bottom chord and any other members. i • 'v11± 1.. : ((/ 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) iO." 0r %~ P 44/ 19=200,9=194. a `` • O R �••.... , • z. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum •,,,0, •....... •`(?`N sheet rock be applied directly to the bottom chord. ie;:i0 N Al-�`‘.•` Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7073 rev.10/03/2015 BEFORE USE. Nil . Design valid for use only with MITekS 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 IndIvkdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regarding the ' fabrication,storage.delivery,erecton and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-$9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type . t, I Qty Ply The Franklin 1 T13824625 15735T0 T30 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:28:02 2018 Page 1 I D:xndkwnl cFm4gbUrPOYts7UzRf 7s-J ISOyyoV6UQFAI Dp7wD2F IXHV PRGgGOpO?QxZtzPDch 6-1-10 10-7-11 15-0-0 20-3-0 25-7-14 31-0-11 33-9-7 39-11-0 6-1-10 4-6-1 4-4-5 5-3-0 5-4-13 5-4-13 2-8-11 I 6-1-10 Scale=1:70.2 5.00112 7x10= 2x4 H 4x10= 7x6= 2x4 II 4x5= 7x10=- 21 21 2 3 P2 4 5 623 24 7 8 25 sir, _ _ De a 6x6 6x6 _o r ltm R ��• il 15 13 3 I4 h 14 7.. ,- d 20 19 18 17 167x14 MT2OHS= 4x10= 12 11 10 4x5 I I 6x6= 4x10= 6x8= 3x4 II 2x4 II 8x12= 4x5 I I 10x12 II 6-1-10 10-7-11 15-0-0 20-3-0l 25-7-14 31-0-11 I 33-9-7 I 39-11-0 6-1-10 4-6-1 4-4-5 5-3-0 5-4-13 5-4-13 2-8-11 6-1-10 Plate Offsets(X,Y)-- [l:Edge,0-2-8),12:0-4-4,0-2-41,18:0-4-4,0-2-41,19:Edge,0-2-8),[10:Edge,0-3-81,111:0-4-12,Edge),[13:0-3-8,Edge),(15:0-9-4,Edge),[17:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.58 14-15 >819 240 MT20 244/190 TCDL 10.0 j Lumber DOL 1.25 BC 0.99 Vert(CT) -1.17 14-15 >406 180 MT2OHS 187/143 BCLL 0.0 • Rep Stress Incr YES WB 0.88 Horz(CT) 0.25 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:226 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied. 13-15:2x4 SP No.1 WEBS 2x4 SP No.3*Except* 15-17:2x4 SP No.2 REACTIONS. (lb/size) 20=1585/0-5-8,10=1585/0-5-8 Max Horz 20=71(LC 11) Max Uplift 20=-203(LC 12),10=-203(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2725/586,2-3=-3680/815,3-4=-3680/815,4-5=-5764/1166,5-6=-5436/1131, 6-7=-5436/1131,7-8=-3958/871,8-9=-2756/596,1-20=-1513/376,9-10=-1508/378 BOT CHORD 19-20=-133/350,18-19=-460/2445,17-18=-816/4437,16-17=-130/725,14-15=-1102/5899, 13-14=-810/4064,7-13=-932/213,11-12=-113/326,10-11=-111/349 WEBS 2-18=-294/1592,3-18=-264/119,4-18=-977/177,4-17=-427/149,15-17=-692/3744, 4-15=-294/1504,5-14=-559/117,6-14=-320/145,7-14=-274/15162,11-13=-370/2131, 8-13=-454/2303,8-11=-894/244,1-19=379/2146,9-11=-389/2146 NOTES- •0 OP-p,S,A„• g11/0 1)Unbalanced roof live loads have been considered for this design. Ns OM <e 40j� ind:ASCE • 2)II;Exp B;Enc.,1GCpi=0.18;MWFRS(diirrecctio al)and C-C Exterior(2)0-i-12 to-6-6,Interior(1)5-6 6 to 6-1-10,Exterior(2)a 6-1-10 Cat. :•%�.�••�\G E N S •q-/ii to 39-9-4 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 No 39380 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. = "0 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide � /��'y-" � ; 1.(/ will fit between the bottom chord and any other members. i 0 ' Valle- .4/ 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) •'�••*i•" o P;• •� 20=203,10=203. R 1 • 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum 4i C'\ rS'10 N A1- 1 SN sheetrock be applied directly to the bottom chord. 111�I„"%1��r,� Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa Ft 33610 Date: April 19,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.10/03/2015 BEFORE USE. la Design valid for use only with MiTek®connectors.This design is breed only upon parameters shown,and is for an individual building component,not a truss system.Before use-the building designer crust 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 friss systems,seeANSiJlPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdiabie from Taus Plate institute.218 N.Lee Street,Suite 312.Alexandria-VA 22314. Tampa.FL 33610 Job I Truss Truss Type i Qty Ply The Franklin T13824626 15735T0 T31 HIP GIRDER 1 , 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:28:07 2018 Page 1 I D:xndkwn 1 c Fm4gbUrPOYts7UzRf7s-gGFH?gsex03YGX6mwToDyLE5TQAILU KYYH7i F5zPDcc 4-6-6 10-10-1 17-0-0 20-3-0 25-7-14 31-0-11 35-4-10 , 39-11-0 4-6-6 6-3-11 i 6-1-15 3-3-0 5-4-13 5-4-13 4-3-14 4-6-6 Scale=1:70.4 — NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5.0012 8x12- 7x10= NAILED NAILED NAILED 2x4 NAILED 4x10= 7x14 MT2OHS= NAILED 4x5= NAILED 4x5= NAILED 21 2 22 23 24 3 25 26 27 28 4 29 5 30 31 632 33 34 7 35 36 8 37 r,p, q ro no CU nn al -� on u� ru on of fl nn un Ej nn �:u� 4x6 o 9 �umr�? u�rr=='�N o N M - i...e� 15 13- r� r� i _ nolo 14 =' 20 3819 18 17 16 46 47 4x5— 48 49 12 Si 11 52 ,10 2x4 39 40 41 42 43 44 45 NAILED NAILED NAILED50 2x4 II 7x10= NAILED 4x10= NAILED 8x10= 3x4 II NAILED 2x4 I NAILED6x8= 8x14 M18SHS= 7x14 MT2OHS= JUS24 JUS24 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 4-6-6 10-10-1 17-0-0 20-3-0 25-7-14 31-0-11 35-4-10i 39-11-0 4-6-6 6-3-11 6-1-15 3-3-0 5-4-13 5-4-13 4-3-14 4-6-6 Plate Offsets(X,Y)-- [2:0-7-12,Edge],[4:0-3-0,0-2-0],[7:0-2-4,0-2-0],[8:0-4-0,0-2-4],[10:Edge,0-3-8],[11:0-4-0,0-2-8],[13:0-8-12,Edge],[14:0-2-4,0-2-0],[18:0-4-8,0-2-01, [20:0-2-0,0-0-41 LOADING (psf) i SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.79 14-15 >599 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -1.59 14-15 >298 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.96 Horz(CT) 0.30 10 n/a n/a M18SHS 244/190 BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:429 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins, 2-5,5-8:2x4 SP SS except end verticals. BOT CHORD 2x4 SP No.2`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 13-15,16-19:2x4 SP SS WEBS 2x4 SP No.3`Except` 15-17:2x4 SP No.1,8-13:2x4 SP No.2 REACTIONS. (lb/size) 20=3120/0-5-8,10=3132/0-5-8 Max Horz 20=59(LC 7) Max Uplift 20=-490(LC 8),10=-470(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-5352/842,2-3=-9488/1403,3-4=-9488/1403,4-5=-15297/2105,5-6=-15734/2169, 6-7=-14597/1959,7-8=-10580/1495,8-9=-5329/803,1-20=-3035/487,9-10=-3028/470 BOT CHORD 19-20=-71/253,18-19=-719/4869,17-18=-1572/11623,16-17=-249/1501,5-15=-370/148, 14-15=-1884/14597,13-14=-1463/10934,7-13=1880/350,11-12=-134/958, 10-11=-49/288 WEBS 2-115-97=1354/10353,4-15=-545/4375,6-43, 6 5=-2 9/1230,288, 26-14=-1001/290,66, 7014/3 449/3913, ��`��94, ,A,PS,A r'A eft, 11-13.-550/3899,8-13=-825/6401,8-11=-1082/160,1-19=-688/4714,9-11=-647/4651 `• ow. �e e. ..\,Z,•.••\G E Ns'-.'4, . NOTES V F '•. / °• ft.1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: No 39380 Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. • Webs connected as follows:2x4-1 row at 0-9-0 oc. -7.4,..- 7 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 :'O• % 7� Cr r. ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 'll� :,. �,/ 3)Unbalanced roof live loads have been considered for this design. i ". rV�� 4/: 4)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=40ft;L=54ft eave=6ft;Cat. �i '�,��''� P;•'� `�� II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 �j;`S1'••.�*RA. .‘k.... .• \�?`�� 5) Provide adequate drainage to prevent water ponding. ��/js/�N AL \,`�` 6)All plates are MT20 plates unless otherwise indicated. ii,�""",���� 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Thomas A.Alban)PE No.39380 will fit between the bottom chord and any other members. MITek USA,Inc.FL Cert 6634 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6904 Parke East Blvd.Tampa FL 33610 20=490,10=470. Date: 10)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 31-9-8 oc max.starting at 4-0-12 from April 19,2018 Contthed9fbfris>atfE36-10-4 to connect truss(es)to back face of bottom chord. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITeke connectors.This design Is based only upon parameters shown,and Is for an Individual balding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorpxxate this design into the overall buAdIng design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek 1 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.seeANSI/IPI1 Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke Easr Blvd. Safely Information avallabie from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 1 Job Truss Truss Type Qty Ply I The Franklin 713824626 15735T0 T31 HIP GIRDER 1 2 IIJob Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 201 B MiTek Industries,Inc. Thu Apr 19 07:28:07 2018 Page 2 I D:xndkwn 1 cFm4gbUrPOYts7UzRf7s-gGFH?gsex03YGX6mwToDyLE5TQAI LU KYYH7i F5zPDcc NOTES- 11) Fill all nail holes where hanger is in contact with lumber. 12)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-8=-60,8-9=-60,16-20=-20,13-15=-20,10-12=-20 Concentrated Loads(Ib) Vert:16=-48(B)5=-104(B)6=-93(B)14=-67(B)21=-32(B)22=-104(B)23=-104(B)24=-104(B)25=-104(B)26=-104(B)28=-104(B)29=-104(B)30=-93(B)31=-93(B) 33=-93(B)34=-93(B)35=-104(B)36=-104(B)37=-32(B)38=-351(B)39=-48(8)40=-48(B)41=-48(B)42=-48(B)43=48(B)44=-48(B)45=-48(B)46=-67(B) 47=-67(B)48=-67(B)49=-67(B)50=-48(B)51=-48(B)52=-351(B) � I � A WARNING-Wally design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.1003/201S BEFORE USE. Design valid for use only with MITek4 connectors.INs design is based only upon parameters shown,and is for an Individual bulding component,not a truss system.Before use,the building designer must verify the applicat:>Itity of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual taus web and/or chord members only. Additional temporary and permanent bracing ,MiTek' is always required for stability and to prevent collapse with possde personal injury and property damage. For general guidance regarding the fabrication.storage.delivery.erection and bracing of trusses and taus systems,seeANSI/WPlt Quality Criteria,058-89 and SCSI Butidng Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 •Job Truss Truss Type4. i Qty Ply The Franklin T13824627 I 15735T0 I T32 Jack-Open Girder 2 1 I I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:28:07 2018 Page 1 I D:xndkwn t c Fm4gbUrPOYts7UzRf7s-gGFH?gsex03YGX6mwToDyLEApQG?LjQYYH7i F5zPDcc 5-4-0 6-0-0 5-4-0 I 0-8-0 NAILED Scale=1:18.5 4x5= 2 3 1 4.00 112 pli"r Li) 2x4 '1 . N 1 N H ► • ;g IOMI 5 4 ►, 2x4 II 6 NAILED 2x4 I 3-0-0I 5-4-0 6-0-0 3-0-0 2-4-0 0-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.06 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.15 5-6 >467 180 BCLL 0.0 * Rep Stress Incr NO WB 0.06 Horz(CT) 0.07 3 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-MP Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=248/0-5-8,3=11/Mechanical,4=371/Mechanical Max Horz 6=69(LC 8) Max Uplift 6=-17(LC 8),3=-49(LC 13),4=-119(LC 8) Max Gray 6=248(LC 1),3=99(LC 25),4=371(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-280/172 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. `,tr,\iI l l It ill�� 6) Refer to girder(s)for truss to truss connections. ,OOt&S A. A i,,', 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,3 except(jt=lb) �% e 4=119. .` GEN '9 1 8)"NAILED"indicates 3-12d(0.148"x3.25")toe-nails per NDS guidlines. ••• '1 .••\,� Sc .•L/ �� 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). No 39380 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 • Uniform eads(pl- = � ��r. Vert:1-2=-60,2-3=-60,4-6=-20 � Concentrated Loads(Ib) i '. 110,r..17--..0.-, • � Vert:2=-109(F)5=-58(F) • \ 4P.'• '11ss/ON AL ec OS%` M/11111Thomas A.Albanl PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. la Design valid for use only with MITek6 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 MiMek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdiable from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply The Franklin T13824628 15735T0 VI Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:28:08 2018 Page 1 I D:xndkwnt cFm4gbUrPOYts7UzRf7s-8SpfC?tGi KBPughzU BKSUZnTLgjz4Aai mxtGnXzPDcb 2-0-0 2-0-0 Scale=1:6.9 5.00 12 2 1 •i.•POP.•PPS•JJi•P�•PPS i.:1S:S•OO:OOPO •%i i i ii i i ii ii i i�iiii i i iii10•OOP�O•�•PPP���•Pi OPi%PPP�•��i•O•�•O�•i•O•�i 00 _iii:Oi i OOi i i O��i•�QOPOO�O�O•QO��Q���j�j�����••�j����Q�j�����j���j�•jOPOPOOi O�i i O 3 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=50/1-11-6,2=37/1-11-6,3=12/1-11-6 Max Horz 1=16(LC 12) Max Uplift 1=3(LC 12),2=-16(LC 12) Max Gray 1=50(LC 1),2=37(LC 1),3=25(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 6) acity of earing surface. 1/1 Provide mechanical connection(byothers)of truss to bearingplate capable of withstanding100 lb uplift at joint(s)1,2. '% p.S A. it •�'�.\GENS• •92/' • No 39380 Thomas A.AlbanI PE No.39380 MITek LISA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,2018 � I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7073 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek4 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 tracing MiTek* is always required for stability and to prevent collapse with possbie personal injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss TypeQty Ply The Franklin 713824629 15735T0 V2 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:28:09 2018 Page 1 I D:xndkwn t c Fm4gbUrPOYts7UzRf7s-ceN 1 QLtuTeJ FVgG92urh 1 mJbBE 1 Apdgr?bcpJzzPDca 4-5-0 4-5-0 Scale:1".1' 2 2x4 i 5.00 FlY 1 _ ■ o ...............................^---��•-o•'.'•-�•'•'.'.-�•'•'P��ave�•-•'•'.�.-•�a�•'a•-�oa•-ao.'ooa i••i1•�•i•000'DIOL•DSO.ODO�O•OO�OiiO•PdP�•dd�••••••••••••••••••••••••••••••••••••••••••••• iii•!i i i i•:i i•!�_i•!�!�!�O!�!�•Q�!�!�!�-•�_�!O�'Q�!�!�!Q�!�'�j�1•P�_QQ�!�-•QP-O�•PPQQQQQi i•-•Ji i•'�_�.i i i i i i i i Oi i i•!�.� 3 2x4 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(CT) n/a - n/a 999 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 Weight:14 Ib FT=20% i I LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=141/4-4-6,3=141/4-4-6 Max Horz 1=52(LC 9) Max Uplift 1=-16(LC 12),3=-20(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=40ft L=54ft;eave=6ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. ,1111111 1//// ,` PS A. ' ,,• •,0� EA4e •N,NZ• c N 14° No 39380 • =_o: • �� I,,S;ONA`S CSS. • 1111111 00 Thomas A.Albans PE No.39380 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,201e A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEEK REFERANCE PAGE AW-7473 rev.10/93/1015 BEFORE USE. I' Design valid for use only with MITeki connectors.This design Is based only upon parameters shown.and Is for an krdlvidual 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 bulking 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 knlury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSi/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type l< Oty Ply The Franklin T13824630 15735TO V3 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Thu Apr 19 07:28:09 2018 Page 1 I D:xndkwnl cFm4gbUrPOYts7UzRf7s-ceN 1Q Ltu TeJ FVqG92 urh1mJevE34pdgr?bcpJzzPDca 2-5-0 2-5-0 Scale=1:7.8 2 5.00 12 2x4 i 1 ■ p :'::•:::i:iii•iii' :::::::::**;:************4:;:;:;:;:;:;:;:;:************** 3 2x4 2x4 I I I I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a - n/a 999 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 Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=61/2-4-6,3=61/2-4-6 Max Horz 1=22(LC 9) Max Uplift 1=-7(LC 12),3=9(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasal=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=54ft;eave=6ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 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)1,3. 0011111111.11. • • No 39380 ,I, O � th. N A,� Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 19,201E 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/0312015 BEFORE USE. Design valid for use only with Mileke 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• k always required for stability and to prevent collapse with possible personal inlay and property damage. For general guidance regarding the fabrication.storage.delivery.erection and bracing of tr sses and truss systems,seeANSI/IP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Symbols Numbering System A Generali Safety Notes PLATE LOCATION AND ORIENTATION 1 /4 3 " Center plate on joint unless x,y 6-1{< I dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I (Drawings not to scale) Damage or Personal Injury r-�= Dimensions are in ft-in-sixteenths. I,4 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. 2. Truss bracing must be designed by an engineer.For 0-1/1e1 4 wide truss spacing,individual lateral braces themselves -► may require bracing,or alternative Tor I 31111 .11Eit lik\IIIIIIII4dc',1 � bracing should be considered. C3. Never exceed the design boding shown and never ■_ O 0 stack materials on inadequately braced trusses. O20 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate c�_s CE-5 designer,erection supervisor,property owner and plates 0 ' 6"from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly g y against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint equired direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. "Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. _� PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4width measured perpendicular ESR 1311, ESR 1352, ESR 1988 responsibility of truss fabricator.General practice is to * X to slots. Second dimension is ER 3907, ESR 2362, ESR 1397, ESR 3282 camber for dead load deflection. 'he 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 see,and in all respects,equal to or better than that P Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing Indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTeke All Rights Reserved approval of an engineer. k.11111 reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MINIM A 18.environmental,Use of green or treatedhealtor lumber may poseisks.unacceptableConsultwi ..s...-_-.4.� h performance rth project engineer before use. Industry Standards: ANSI/TPI l: 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. ip snot sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, MiTek ANSI/TPI 1 Quality Criteria. Installing& Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015