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1660 ATLANTIC BEACH DR - TRUSSES 54-11-00 OFFICE COP 19-05-00 24-00-00 I T24 BCS .. , ..... T25 BUILD AG COMPONENT SUPPLY, INC, 11D4627 JP HALL BLVD. SUITE 208 GREEN COVE SPRINGS, FL 32043 T25 0: 904.297.9390 F: 904.529. 1 406 TT25 _BEARING HEIGHTS 9'4"CEILING 9r-7 p 125 1- 1 1811 Ir;, 111, 1 ; 1111g1 ,3r18 $ 4- "25 ///// , 01- 1 II , /8 /R1 tn�� --- ------ -�,,,,hili ilii»// 17.7/111/4///I/ /,,,,Wr////t/,,,,,iii Vii rx �\x%'�/\ 0I'9 1 /8ii r $ F. F. 8 F. y ' F J02 LL r�jj o Howe ~�E'A4 /////// , G 1- 1 1 /8"8 11 MOWS -^ EJ04 // 201 - 7" F02 E104 wwe F02 E.104 Q THIS IS A TRUSS PLACEMENT 11.4a8 EJ04 DIAGRAM ONLY. F02 �N These trusses are designed as individual building components to be F02 -,-- --,-� ---M, „ -L„„,..1„ --4i i incorporated into the building design at TO. e G e I C F02 _ 1,-. the specification of the building T11p1,,, IT LL LL 1 LL E : ; E104 designer. See individual design sheets F02 — $ $ s s. for each truss design identified on the TOM. '$ ' $ E'104placement drawing. The building EJ04 4 "' designer is responsible for temporary TM.. 10 CEILING and permanent bracing of the roof and EJ04 "� floor system and for the overall T101 Ne structure.The design of the truss EJ04 support structure including headers, 11.11,18 EJ04 beams,walls, and columns is the E F02 responsibility of the building designer. :: .A:%��.��._W.616,%��.f��.- ___---- –_:-_��_ For general guidance regarding bracing, consult"Bracing of Wood N N o -- v. -- Trusses"available from the Truss Plate Institute, 583 D'Onifrio Drive; Madison, i FGo; ,.r WI 53179. s Fos ATTENTION. s. FOS Refer to truss layout and engineering 9 CEILING documents that arrive with delivered field trusses. I' Unless noted otherwise, all beams are RR3 RR RR g g g Q g R ; byothers. STORY Y ' N ; ; . d . ; .;, d . R 4 4 4 ' d ' Q . Q [ ; , FOYER 9 4 4 REVISION DATE OPEN TO CHECKED BY 00/00/1 5 ABOVE qq . 03 0 0 0 0 0 [3 $ 'B $ , $ $ $ $ CLIENT TOLL 7 1/////////////////////////////7/•. 02 BROTHER S C' I V01�' ' 2_00.00708"CEILINGX $�Y s _ fl vATLANTIC BEACH SUBDIVISION AT ENTRY GE801 GABLE 4.0• 102COUNTRY CLUB c. 2-00-00 Tot – SAN ^, 08 MODEL TROPEZ 12-05-00 10-02-00 19-11-00 ELEVATION CLASSIC , 54-11-00 lusts Floor Truss Connector List Roof Truss Connector List ' DRAWN BY Plies Net Qty Manuf Product Qty Manuf Product Qty LOT # RAS RIM BOARD OSB 1 1 USP THD46 1 USP JUS24 8 RIM BOARD OSB 1 1 USP THDH48 13 USP THD28-2 1 DATE USP THD26 8 150 O O R LAYOUT USP THD26-2 1 07i1 0/20 18 REF# 1 /411 = 1 IOII 1 6092 OFFICE COPY 11.06-00 VI n I .1 .4 •1 g g 35-03-00 Y 34-03-00 � 12, + g 1 , N N .81 a \ // ////.,,,„/////4e//,„iv,...,„,r///f7///d{////l///,%,,,, ////O// ///rH0/� N r rw wr wn r wwww $ re Jw w' w 2 w w - ,I `d J ,. R v _ T43T EJ14 2-0600 Twxs • T42- EJ14 \ 21q-00 2-00-00 T41 Q U EJ14 03 2-00-00 y 140 m Z 7" EJ14 .. 'MOWUJU'W T39 \ EJ14 2-0600 \ 2-00.00 • 138 � $ �� EJ74 10'CEILI6 ▪ T37 g �+ - EJ14 2-00-00 2-00-00 T37 9'CEILING Q \ EJ14J 2-0600 '*- T3> //// \ \� EJ14 2-0400 ti T36 \ EJ14 3 2-00-00 r X35 _$ EJ16 N 2-00-00 134 7 EJ16 • 133 F Y 2-00-00 507-08 4 132 `R a f ✓J24 Tao 2-00-00 c 0`s. .* 10 EILI'G T29 j n 2430.00 %1 'aiiiviiiiii Z,,,:: 19 171 CEILING T28 I; 2-00-00 4.' 10 1213"TO 12'6" T28 1h I STEP 2 � 19 'CEILING Qy$¢ 19 T28 Y 2-00-0D 7 Y '' 10 VT1. 7 ' 728 19 2-00-00 \ 19 . \ .1 10 Vit 728 i9 2-0000 101 o 127 �1_iC4fi%w��/CJCIHv%/ACU\ _ 10 Vas /%, 7,' ,,O/o/.W74 ii Yoioimmaii�/oii77.,\ 1 ` 1.0400 ] i0 T26 o NVQ jQ ' __lb__' a R 14-0500 11-00-00 58a-0o • 4-06-00 I` VIII i35-03-00 FIELD FRAME DORMER WALL 7 7 T 1 FOR WINDOWS r' N N 12-0500 PIotID Length Product R1 20-01-10 1-1/8"x 16" R2 14-04-02 1-1/8"x 16" SECOND FLOOR LAYOUT FIRST F SCALE: 1 /411 = 1 1011 S CAL —— 111 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek FICE C®r RE: 16092T0 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Toll Brother's Project Name: . Model: The San Tropez - Classic Lot/Block: 150 Subdivision: Atlantic Beach Address: 1660 Atlantic Beach Drive, 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: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 88 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 I 114531705 I EJ04 7/11/18 18 T14531722 GEB01 7/11/18 12 1114531706 EJ14 7/11/18 19 114531723 GEB02 7/11/18 13 1114531707 EJ15 7/11/18 20 114531724 HJO4 7/11/18 14 1114531708 EJ16 7/11/18 21 114531725 HJ14 7/11/18 15 1114531709 EJ24 7/11/18 22 114531726 HJ24 7/11/18 6 1114531710 F02 7/11/18 23 114531727 HJ25 7/11/18 7 1114531711 F03 7/11/18 24 114531728 J02 7/11/18 8 114531712 F04 7/11/18 25 114531729 J03 7/11/18 ,9 114531713 F05 7/11/18 26 114531730 J12 7/11/18 10 114531714 F06 7/11/18 27 114531731 J13 7/11/18 11 114531715 F07 7/11/18 28 T14531732 J22 7/11/18 12 114531716 F08 7/11/18 29 T14531733 J23 7/11/18 13 114531717 F09 7/11/18 30 114531734 J24 7/11/18 14 114531718 FG01 7/11/18 31 114531735 J25 7/11/18 15 114531719 FG02 7/11/18 32 114531736 101 7/11/18 16 114531720 FG03 7/11/18 33 114531737 102 7/11/18 17 114531721 FG04 7/11/18 34 T14531738 103 7/11/18 The truss drawing(s)referenced above have been prepared by MiTek .`0% NS A. A111, USA,Inc. under my direct supervision based on the parameters O ' �E.N '• provided by Building Component Supply. O S '•.., No 39380 Truss Design Engineer's Name: Albani, Thomas *My license renewal date for the state of Florida is February 28,2019. = • * = IMPORTANT NOTE:The seal on these truss component designs is a certification STATE OF •:4/Z7 that the engineer named is licensed in the jurisdiction(s)identified and that the 1. 0 designs comply with ANSI/TPI 1. These designs are based upon parameters <' . 0 R \ v.• P . ..' shownsg (e.g.,loads,supports,dimensions,shapes and design codes),which were 'i,SS ..... .� s•% fileeeferenn to iTek.ce purposeproject only and was not takecific en into account inion included is r MiTek's the preparation of customers �1i1"I N At �� N. P P these designs. MiTek has not independently verified the applicability of the design Thomas A.Albani PE No.39380 parameters or the designs for any particular building. Before use,the building designer MITek USA,Inc.FL Cert 6634 should verify applicability of design parameters and properly incorporate these designs 6904 Parke East Blvd.Tampa FL 33610 into the overall building design per ANSI/TPI 1,Chapter 2. Date: July 11,2018 Albani,Thomas 1 of 2 RE: 16092T0 - Site Information: Customer Info: Toll Brother's Project Name: . Model: The San Tropez - Classic Lot/Block: 150 Subdivision: Atlantic Beach Address: 1660 Atlantic Beach Drive, . City: Jacksonville State: FL No. Seal# ITruss Name Date No. Seal# Truss Name Date 35 T14531739 1104 7/11/18 ,78 T14531782 V01 7/11/18 36 1114531740 105 17/11/18 179 1714531783 1V02 7/11/18 37 1114531741 106 17/11/18 80 1114531784 1V03 7/11/18 38 1114531742 107 17/11/18 181 1114531785 1VO4 7/11/18 39 1714531743 108 17/11/18 82 1T14531786 1V05 7/11/18 40 1114531744 109 7/11/18 83 T14531787 1V06 7/11/18 41 T14531745 T10 7/11/18 84 T14531788 1V07 7/11/18 42 T14531746 T11 7/11/18 85 ,7145317891V08 7/11/18 43 T14531747 T12 7/11/18 86 1114531790 1V09 7/11/18 44 T14531748 T13 7/11/18 87 1114531791 1V10 7/11/18 45 1T14531749 T14 7/11/18 88 1T14531792 1V11 7/11/18 46 114531750 T15 7/11/18 47 T14531751 T16 7/11/18 48 T14531752 T17 7/11/18 49 T14531753 T18 7/11/18 50 T14531754 T19 7/11/18 51 T14531755 T20 7/11/18 52 T14531756 T21 7/11/18 53 T14531757 j T22 7/11/18 54 T14531758 T23 7/11/18 55 T14531759 T24 7/11/18 56 T14531760 T25 7/11/18 57 T14531761 T26 7/11/18 58 T14531762 T27 7/11/18 59 T14531763 T28 7/11/18 60 T14531764 T29 7/11/18 61 T14531765 T30 7/11/18 62 T14531766 T31 7/11/18 63 T14531767 T32 7/11/18 64 T14531768 T33 7/11/18 65 T14531769 T34 7/11/18 66 114531770 T35 7/11/18 67 T14531771 T36 7/11/18 68 T14531772 T37 7/11/18 69 T14531773 T38 7/11/18 70 T14531774 T39 7/11/18 71 T14531775 T40 7/11/18 72 T14531776 T41 7/11/18 73 T14531777 T42 7/11/18 74 T14531779 T44 7/11/18 OFFICE C O PY 75 714531779 T44 7/11/18 76 T14531780 T45 7/11/18 77 T14531781 T46 7/11/18 2 of 2 Job Truss Truss Type Qty Ply T14531705 16092T0 I EJ04 Jack-Open 12 1 Job Reference-(optionat) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:35:29 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOWDY-HgbHGr9W?HE9BTkkBMPE1 hzJgLjtlxP9fvp1 G?yzSMC 4-0-0 4-0-0 Scale=1:12.8 3 4.00 12 9 3x4 2 0 0 0 V ' o N 1 r- 0 4 • 3x4 4-0-0 400 Plate Offsets(XYI- El:0-1-8_0-0-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.02 4-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=158/0-5-8,3=104/Mechanical,4=54/Mechanical Max Horz 1=54(LC 12) Max Uplift 1=-27(LC 12),3=-56(LC 12) Max Gray 1=158(LC 1),3=104(LC 1),4=71(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=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-11-4 zone;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 er o rder(s) truss to ss ons. 5)Profvidte mlechanicalrconnectionu(by of truss to bearingplate capable of withstanding100 lb uplift at joint(s)1,3. � ,,,S A. ,I�� others) PP 1 O ,,,.%�` w Ps'E N A<e 2 • No 39380 r. * -0•• :ccs -53 STATE OF 14/ '" eeet IO N A�,E�s% Thomas A Albant PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing 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 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPI1 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 36610 Job Truss Truss Type Qty Ply T14531706 16092T0 1 r EJ14 Jack-Open 10 1 Job Reference(opional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:35:30 2018 Page 1 ID:o7oVP0ORbQC9BoD6udD89DzO WDY-109fTBA8maMOpdJwl4wTZvWJz121UNfItZZboRyzSMB 4-0-0 4-0-0 Scale=1:17.4 6.00 12 9 4x5 2 1 , 4 614 3x8 I I 4-0-0 4-0-0 Plate Offsets(X,Y)- 1.0-2-1z 0-0-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.02 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.1 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=157/0-5-8,3=104/Mechanical,4=53/Mechanical Max Horz 1=81(LC 12) Max Uplift 1=-9(LC 12),3=-70(LC 12),4=-3(LC 12) Max Gray 1=157(LC 1),3=104(LC 1),4=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=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-11-4 zone;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. 0"111111//j,., 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. � PS A. q��,,',, •GEN ' • No 39380 * • = • STATE OF 14/ . � • ,•••8/ONA� �• C��. Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 -- WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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 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 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss 'Truss Type Qty Ply 114531707 16092T0 t J EJ15 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:35:30 2018 Page 1 ID:o7oVPOORbQC9BoD6ud D89DzOWDY-109fTBA8maM0pdJw14wTZvwRol2YUNntZZboRyzSMB 2-8-5 4-0-0 2-8-5 1-3-11 6.00 12 Scale=1:17.4 3 2x4 1 1 3x6 1 2 9,..„7 N ri N N N ♦ 4 5 3x4 tl 2-8-5 4-0-0 2-8-5 1-3-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.02 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.02 4-5 >999 180 BCLL 0.0 • Rep Stress lncr YES WB 0.00 Horz(CT) -0.05 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 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 10-0-0 oc bracing. REACTIONS. (lb/size) 5=152/0-5-8,3=109/Mechanical,4=43/Mechanical Max Horz 5=88(LC 12) Max Uplift 5=-60(LC 8),3=-69(LC 12),4=-2(LC 12) Max Gray 5=152(LC 1),3=109(LC 1),4=73(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=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 2-8-5,Interior(1)2-8-5 to 3-11-4 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)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. ,,011111111.J J�, 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,3,4. `` O NQ A. /,�,, 1• •Z• '. .ENS No 39380 • • * r • ▪ ' . 5• '.• STATE OF :Li SS/0 Nss`A�ECS%. Thomas A.Alban'PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must venfy the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,OSB-1119 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531708 16092T0 ' EJ16 Flat 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:35:31 2018 Page 1 I D:o7oVPOO RbQC9BoD6udD89DzO WDY-DDj2hXAmXu UsRmu6Jn Ri663XW8MGDquS6DI8LtyzSMA 4-0-0 4-0-0 Scale=120.8 1 5 6 2 3x4... ------.._. -------- -w of W 4) m A CO 4 4x5 3 4-0-0 4-0-0 -------- 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 0.70 Vert(LL) 0.03 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.03 3-4 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(CT) -0.17 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 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 10-0-0 oc bracing. REACTIONS. (lb/size) 4=152/0-5-8,2=110/Mechanical,3=42/Mechanical Max Horz 4=-118(LC 10) Max Uplift 4=-93(LC 8),2=-92(LC 9),3=-12(LC 12) Max Gray 4=153(LC 19),2=110(LC 1),3=74(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=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 3-11-4 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)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 er to for ss to ss 6)Provide mechanical connection( others) truss to bearingplate capable of withstanding100 lb uplift at joint(s)4,2,3. ‘0 ND D/14 1 (by P P `N O . A. q�4SI I, •Z• •''\C E Ns• •� # • • • No 39380 * * = =-U; . ' STATE OF 00 Si tto Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7173 rev.10/03/2015 BEFORE USE. -- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITA( is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7Pt1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 1609270 " r EJ24 Jack-Open 13 1 714531709 Job Reference Optional) BuildingComponent p onent Su ppy, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:35:32 2018 Page 1 ID:o7oVPOORbQC98oD6udD89DzO WDY-h PHQutBPICdj2wTltUyxeKbmDYkgyH8bLt2htKyzSM9 4-0-0 4-0-0 Scale=1:18.5 2 6.00 12 5 , , 4 Y rb 2x4 II rn m Il, 3 4 3x4 I I 4-0-0 4-0-0 Plate Offsets_(X Y,1- [4:0-2-0,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.02 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.02 3-4 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight 14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=152/0-5-8,2=107/Mechanical,3=45/Mechanical Max Horz 4=106(LC 12) Max Uplift 2=-80(LC 12) Max Gray 4=152(LC 1),2=108(LC 17),3=73(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=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 3-11-4 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 20.0psf 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. 00%111 I II S,, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2. ,%� _tk PS A. ,q 111 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�• '• e 'e sheetrock be applied directly to the bottom chord. � `Z`••••\Ci E N S• •• 'i No 39380 * * • • ry. r ' �l c..) • STATE OF • R4. ,O • \�`�� IIII�� Thomas A.Albans PE No.39380 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-59 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 114531710 1609210 I , F02 Floor 13 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:35:33 2018 Page 1 I D:o7oVPOORbQC9BoD6udD89DzO WDY-9bgo6DC 13Vlag42VQCTABX8u lyvfha?IZXn F PmyzSM8 1-3-0 1-3-0 0-1-8 Scale=1:33.0 5x6 = 4x6 = 4x6 = 1.5x3 = 4x6 = 1.5x3 1.5x3 3x6 FP= 1.5x3 = 1 2 3 4 5 6 7 8 9 10 11 v 4 23 % y� Mil 24 -r 22 21 20 19 18 17 16 15 14 13 M 4x6 4x6 4x6 = 3x12 M18SHS FP 4x6 = 4x6 = THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 1-6-0 4-0-0 6-6-0 13-0-0 15-6-0 18-0-0 19-6-0 1,6-0 2-6-0— 2-6-0 6-6-0 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)— [1:Edge,0-1-81,[11:0-1-8,Edgej.[16:0-1-8,EdgejL[17:0-1-8,Edgej,[22_Edye,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) -0.30 16-17 >762 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vert(CT) -0.42 16-17 >554 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(CT) 0.08 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:101 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(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) 22=2357/Mechanical,12=1057/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-2352/0,11-12=-1052/0,1-2=-1139/0,2-3=-2744/0,3-4=-3745/0,4-5=-4224/0, 5-6=-4224/0,6-7=-4224/0,7-8=-3722/0,8-10=-2704/0,10-11=-1082/0 BOT CHORD 20-21=0/2089,19-20=0/3372,17-19=0/4090,16-17=0/4224,15-16=0/4076,14-15=0/3341, 13-14=0/2040 WEBS 11-13=0/1397,1-21=0/1384,10-13=-1332/0,2-21=-1321/0,10-14=0/923,2-20=0/911, 8-14=-886/0,3-20=-874/0,8-15=0/530,3-19=0/518,7-15=-494/0,4-19=-480/0, 7-16=-167/529,4-17=-186/510 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3) l plates are 3x4 MT20 unless erwise 4)Refer err to girder(s)for truss to trussconnections.t� `�O, ,PS'A. q�///// 5)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the .% N.• e / intended use of this truss. ��,`Ne .••\G E N S••."?4,!•. 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. . • �' / i Strongbacks to be attached to walls at their outer ends or restrained by other means. No 39380 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard * 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 .0"n • ; Uniform Loads(plf) I: STATE OF : Vert:12-22=-10,1-11=-100 i O .� Concentrated Loads(Ib) �i�'� •T, Q Q:• ••� Vert 1=-1309 •j1, ••••.�R ` •� 2)Dead: Uniform Lumberbes lncr ase=1.00,Plate Increase=1.00 /'/SS�O N A��?��, Vert:12-22=-10,1-11=-100 Concentrated Loads(Ib) Thomas A.Alban'PE No.39380 Vert:1=-1309 MITek USA,Inc.FL Cer 6634 3)1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 rnntiniiarl nn nano 2 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 501-7473 rev.10/03/2015 BEFORE USE. tat ..� Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Tampa,FL 36610 Job Truss (Truss Type Qty Ply 714531710 1609270 A F02 Floor 13 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:35:33 2018 Page 2 ID:o7oVP0ORbQC9BoD6udD89DzOWDY-9bgo6DC 13VIag42VQCTABX8ulyvfha?IZXnFPmyzSM8 LOAD CASE(S) Standard Uniform Loads(plf) Vert 12-22=10,1-6=100,6-11=-20 Concentrated Loads(Ib) Vert:1=-1309 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-22=10,1-5=20,5-11=-100 Concentrated Loads(Ib) Vert:1=-1309 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-22=10,1-6=100,6-11=20 Concentrated Loads(Ib) Vert:1=1309 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(p11) Vert:12-22=10,1-5=-20,5-11=-100 Concentrated Loads(Ib) Vert:1=-1309 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Mi' Pak'design. Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing Ml lek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component , 8904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tempa,FL.36610 Job Truss Truss Type qty Ply T14531711 16092T0 1 , F03 Floor 1 1 Job Reference(o ttionaf Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:35:35 2018 Page 1 I D:o7oV POORbQC9BoD6udD89DzO WDY-5_yYWvDHb7?IvOCtYd WeGyDE_mcX9Yx21 rGLUeyzSM6 0-1-8 1-3-0 1-1-8 0-10-8 0-1-8 Scale=1:33.0 1.5x3 1.5x3 3x6 FP=8x8= 1.5x3 =- 1 1 2 3 4 5 6 7 8 9 10 11 o 27 c , , Nr\_ ' yy / H"• , . 134 o -111 25 24 23 22 21 20 19 18 ERR. ��, - - , . �� 3x6 FP - 1.5x3 4x6 = 1.5x3 1.5x3 II 12-10-8 130.0 19-6-0 -- -_.- - - - -- ----- —12-10-8 --------- -- ----- ---- 0-1-8 6-6-0 Plate Offsets(X,Y1 __[6:0-1-8,Edgej,[9:0-1-8 Edge],110:0-1-8,Edgej,_[11:0-1-8 E0g_ej,[20:0-1-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL) -0.14 20-22 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(CT) -0.19 20-22 >801 240 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.02 17 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:105 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 6-7-8 except(jt=length)25=0-5-8. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)16,15 Max Gray All reactions 250 lb or less at joint(s)12,13,16,15 except 25=644(LC 1),17=1146(LC 1),17=1146(LC 1),14=251(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-25=-641/0,1-2=-617/0,2-3=-1377/0,3-4=-1583/0,4-5=-983/0,5-6=-983/0, 8-9=0/306 BOT CHORD 23-24=0/1147,22-23=0/1600,20-22=0/1475,19-20=0/983,18-19=0/983,17-18=-557/0, 16-17=-557/0 WEBS 8-17=-1075/0,1-24=0/794,2-24=-736/0,2-23=0/321,3-23=-309/0,4-20=-691/0, 8-18=0/935,6-18=-1139/0,6-19=0/363,8-16=0/334,9-16=-284/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. `��1 �fg�,2)All plates are 3x4 MT20 unless otherwise indicated. `:().1. r SA- ,C+ 11�3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)16,15. e �`• Ce'9�j�,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. ��` \GE.311"911.‘13:9181.11041'::6:1•11.?. N$ /f jStrongbacks to be attached to walls at their outer ends or restrained by other means. \' �••'. 5)CAUTION,Do not erect truss backwards. • No 39380 * 13' STATE OF :11-1 .� �'••0 0 < OR \O• ' & • Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 14111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531712 16092T0 1 a F04 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:35:36 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOVVDY-ZAWwkFEvMQ79XYn46K1tp9mTc90Hu?bBGVOv05yzSM5 0-1-8 H 1-3-0 1-2-0 0-1.8 Scale=1:22.1 1.5x3 = 1.5x3 !' 1.5x3 = 1 2 3 4 5 6 7 iNi 14 13 12 11 10 9 .`\ 3x6 = 1.5x3 II 3x6 = 1-6-04-0-0 9-2-0 11-8-0 13-2-0 1-6-0 2-6-0 5-2-0 2-6-0 1-6-0 Plate OffsetsCX,Y)— (3.0-1-8,EdgeL[7_0-1-8 dgeLJ11:0-1-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.29 Vert(LL) -0.08 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.47 Vert(CT) -0.11 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0.02 8 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:70 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(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) 15=704/0-3-8,8=704/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-700/0,7-8=-698/0,1-2=-685/0,2-3=-1571/0,3-4=-1872/0,4-5=-1872/0,5-6=-1576/0,6-7=-683/0 BOT CHORD 13-14=0/1278,12-13=0/1872,11-12=0/1872,10-11=0/1835,9-10=0/1281 WEBS 7-9=0/879,1-14=0/881,6-9=-832/0,2-14=-825/0,6-10=0/410,2-13=0/414,5-10=-360/0,3-13=-474/0, 5-11=-138/280 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. ,,,�111111111j1,, . NF'''..'IGEN S• •q .#, No 39380 *. - yt -'0• ;CC Q:•. STATE OF :�� • • /1/,,O N A,��0% Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ', a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITfPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job •Truss Truss Type Qty Ply T14531713 1609210 r , F05 Floor 2 1 — - — Job Reference(optional)_ Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:35:36 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOWDY-ZAWwkFEvMQ79XYn46K1 tp9mMo9yTu?9BGVov05yzSM5 0-1-8 1-3-0 -I 2-2-0 0-4-0 Scale=1:17.7 3x4 3x4 3x6 -n 4x6 II 1 3x4 = 2 3 4 5 iPf plum' El 12 11 �� qq ir..N i ., „. „ • .. x., 1. mil , .. , -- -..__.,__ A - A rr all -/ 10 9 8 7 3x6 6 3x4 __ 3x4 - 1.5x3 1.54 II 354 = 9-0-8 9-4-8 9-0-8 0-4-0 Plate Offsets(X,Y)- [3:0-1-8 Edge],L4.0-1-8 EEdgej [5:0-3-0,Edge,P 0-1-8 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) -0.13 8-9 >847 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(CT) -0.17 8-9 >626 240 BCLL 0.0 Rep Stress fncr YES WB 0.45 Horz(CT) 0.03 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:50 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(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) 11=481/0-3-8,5=487/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-471/0,1-2=-436/0,2-3=-846/0,3-4=-722/0,4-5=-719/0 BOT CHORD 9-10=0/822,8-9=0/722,7-8=0/722 WEBS 4-7=-397/0,5-7=0/939,1-10=0/559,2-10=-538/0 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)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. .` �0'•\GENS •14,0 No 39380 yt • * • :-0: :I'- :53: STATE OF : 41Z • � • �`• OP. .-'. F. OR ` \ ` , S ........ ��iSON AE, �ilitfi Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. " Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bradng of trusses and truss systems,see ANSI/11,11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531714 16092T0 I a F06 FLOOR 1 1 Job Reference(optional) Buildin Component _- 1 g po Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:35:37 2018 Page 1 I D:o7oVPOORbQC9BoD6udD89DzOWDY-2N4Jxa FX7kF09hLGf2Y6LNJfOZSFdXu KU8I SYXyzSM4 0-1-8 1 3x{1III 1-1-0 2 3x4 = 1-3.0 3 3x4 Scale=1:8.2 4 17 3x8 = 5 4 3x8 1-4-0 2-10-0 1-4-0 1-6-0 Plate Offsets LX Y) [1_Edge,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.25 Vert(LL) 0.00 5 "" 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.11 Vert(CT) -0.01 4-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-P Weight:18 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, BOT CHORD 2x4 SP No.1(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=401/0-3-8,4=401/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 4-5=0/322 WEBS 2-4=-393/0,2-5=-411/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Girder carries tie-in span(s):9-5-0 from 0-0-0 to 2-10-0 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. 5)Special hanger(s)or other connection device(s)shall be provided starting at 0-1-8 from the left end to 2-8-8 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. LOAD CASE(S) Standard ��.�--11ttp,StA!'A, l14,, 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 44% O' •• �e 4,j • Uniform Loads(plf) `� `2` ••\G E N S..7,j.. • / Vert:4-5=-10,1-3=-301 No 39380 - • * r - * T.� �. STATE OF :� • ,SS� O•....... R ,Qp \�,�� 1E�.s%% Thomas A.Alban)PE No.39380 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job 'Truss Truss Type Qty Ply T14531715 16092T0 r r F07 Floor 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:35:38 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOWDY-WZeh9wG9u2NtmrwSDI3LuarkFzbKMtl UjoVO4zyzSM3 0-1-8 1-3-0 1-10-12 _0-9-4 0-1-8 Scale=1:25 1 4x6 1.5x3 1.5x3 1.5x3 6x8 1.5x3 = 1 2 3 4 5 6 7 8 M 18 U --- - - U i, Ii 19 1 �!�,IliiIM— / • \ 44 We" I IM El t/ 18 15 14 13 12 11 10 k 4x8= 1.5x3 5x8= THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 13-9-4 , 14-11-0 I 13-9-4 1-1-12 Plate Offsets(X,Y)— 11:Edge,0-1-n j2:0-1-12,Edgej,[5:0-1-8,Edgej,[9_Edge,0-1-8J,[14:0-1-8,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL) -0.14 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(CT) -0.21 12-13 >846 240 BCLL 0.0 Rep Stress Incr NO WB 0.53 Horz(CT) 0.04 9 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:80 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(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) 17=864/0-5-8,9=1641/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-861/0,1-2=-868/0,2-3=-2073/0,3-4=-2811/0,4-5=-2811/0,5-6=-2658/0,6-7=-1952/0 BOT CHORD 15-16=0/1626,14-15=0/2513,13-14=0/2811,12-13=0/2811,11-12=0/2456,10-11=0/1377,9-10=0/1377 WEBS 1-16=0/1120,2-16=-1054/0,2-15=0/622,3-15=-611/0,3-14=0/645,4-14=-285/0,7-11=0/767,6-11=-701/0, 6-12=0/331,5-12=-356/81,7-9=-2121/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ,`10111111/ill�� 5)CAUTION,Do not erect truss backwards. ```�O-A PS A. q LOAD CASE(S) Standard S-NN•`••••\Ci E N$•4:9-114,i'''#' 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 �' �•�•• i Uniform Loads(plf) No 39380 Vert:9-17=-10,1-8=-100 • Concentrated Loads(Ib) * .. Vert:7=-905 — • 7.2)Dead:Lumber Increase=1.00,Plate Increase=1.00 r. Uniform Loads(plf) 41 '•�'. STATE OF Vert:9-17=-10,1-8=-100 - •. �4/•: Concentrated Loads(Ib) 40 .,•(%, �� P;•• �� Vert:7=-905 ", 9 • R 1• C?`• 3)1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 / �s Uniform Loads(plf) �i /411/111110" N AL :0 Vert:9-17=-10,1-5=-100,5-8=-20 Thomas A.Albans PE No.39380 Concentrated Loads(Ib) Vert:7=-905 MITek USA,Inc.FL Cert 6634 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 Cnntini/nri nn non.9 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 1111 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 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 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job 'Truss Truss Type Qty 'Ply 16092T0 r •F07 Floor 2 1 714531715 • Job Reference(optional)__ Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:35:38 2018 Page 2 I D:o7oVPOO RbQC9BoD6udD89DzOWDY-WZeh9wG9u 2NtmrwSDl3LuarkFzbKMtl UjoVO4zyzSM3 LOAD CASE(S) Standard Uniform Loads(plf) Vert:9-17=-10,1-4=-20,4-8=-100 Concentrated Loads(Ib) Vert:7=-905 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-17=-10,1-5=-100,5-8=-20 Concentrated Loads(Ib) Vert:7=-905 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-17=-10,1-4=-20,4-8=-100 Concentrated Loads(Ib) Vert:7=-905 A au�� WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 5111-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531716 16092T0 ' . F08 Floor 5 1 Job Reference(option Building Component Supply, Jacksonville,FL-32258, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:35:39 2018 Page 1 I D:o70VPOORbQC9BOD6udD89DZO WDY-_IC3MGHofLVkO?VfnTaaRoOyC N?e5KbdySEZdQyzSM2 0-1-8 H 1-3-0 I I 1-4-0 0-3-0 Scale=1:25.5 4x8 = 1.5x3 = 1.5x3 I I 3x8= 4x8 II 1 2 3 4 5 6 7 8 ' 418 \ : :. ® ® ' a / ` i/ 4$ 16 15 14 13 12 11 10 9 4x8= 1.5x3 4x8 = 1.5x3 ---- 1-6-0f -1-6-0l - 4-0-0 9-4-0 11-10-0 14-7-0 14-10-0 1-6-0 2-6-0 - - -..5-4-0 _. --- ------ -----_- - 2-6-0-- ----.- 2-9-0 0-3-0--. -Plate Offsets IX,Y)- [1:Edge,0-1-8),[3:0-1-8,EdgeJ,[8:0-3-0,Edge Li0:0-1-8,EdgeJ [13:0-1-8 Edged LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) -0.13 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.69 Vert(CT) -0.18 12-13 >947 240 BOLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) -0.01 8 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight 80 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(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) 17=786/0-5-8,8=792/0-2-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-783/0,1-2=-776/0,2-3=-1834/0,3-4=-2270/0,4-5=-2270/0,5-6=-2158/0,6-7=-1401/0,7-8=-857/0 BOT CHORD 15-16=0/1447,14-15=0/2270,13-14=0/2270,12-13=0/2349,11-12=0/1913,10-11=0/855 WEBS 7-10=-694/0,8-10=0/1113,7-11=0/742,1-16=0/999,6-11=-712/0,2-16=-934/0,6-12=0/340,2-15=0/538, 5-12=-266/0,3-15=-645/0,5-13=-283/225 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Gap 6)CAUTION,betwen Do not a ect truss backwards.inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. ,,```-S"ic11 A�„il�/,,', ,�� . G E N e'9,L'i No 39380 • * - • . STATE . OF ' 1:13‘.• 14/ ` ''"�F:•1 O R `p P.• . • tit 10 „iiiti Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1411.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not '• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIJTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531717 16092T0 F09 Floor 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:35:40 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOWDY-SxmRacHQQfdb094rLA5pz?x1 pnN3gpNnA6_69syzSM1 0-3-0 H I 1-3-° 1-5-8 _H 0-1-8 Scale=1:22.5 3x6 3x6 = 1.5x3 II 1.5x3 = 1 2 3 4 5 6 7 e 11 / 1'I 0 ..1 r7 , --;.<// : , p.:7 ,,Ax J 14 13 12 11 10 9 8f 3x6 = 3x6= 1.5x3 3x6 = 1-7-8I 4-1-8 9-7-0 12-1-0 13-7-0 I ------- 1-7-8 -------- -._..2-6-0 - - ---- - -- ---_.- 5-5-8-.--------- - - - ----- 2-6-0 _ 1-6-0 ._ Plate Offsets(X,Y)- [3 0-1-8 Edge],[7:0-1-8 Edges[11_0-1- Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/den Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) -0.10 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.55 Vert(CT) -0.13 10-11 >999 240 BCLL 0.0 Rep Stress lncr YES WB 0.43 Horz(CT) 0.02 8 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:73 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(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) 15=717/0-3-8,8=724/0-2-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-712/0,7-8=-718/0,1-2=-735/0,2-3=-1649/0,3-4=-1972/0,4-5=-1972/0,5-6=-1639/0,6-7=-705/0 BOT CHORD 13-14=0/1341,12-13=0/1972,11-12=0/1972,10-11=0/1916,9-10=0/1323 WEBS 7-9=0/908,1-14=0/899,6-9=-860/0,2-14=-842/0,6-10=0/439,2-13=0/440,5-10=-385/0,3-13=-516/0, 5-11=-122/318 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ,.0%111111/g///I . ,'r• .••\G ENS• lj•'i No 39380 • r * * — CC Z O:. STATE OF :4 i I..•,'�ss OR1OP \ .� 'i/////0NA�E• \J0' Thomas A.Albans PE No.39380 MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 IBM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. • Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531718 16092T0 . r FG01 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:35:41 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOWDY-w8Jpnyl2BzISdJf1 utd2WDTJZAdxZCJwPmjghlyzSMO 1-11-13 3-8-3 5-45___ __�_6-9-8 I 9-3-4 _ 11-1-10_ 13-3-8 1-11-13 1-8-5 1-8-5 1-5-0 2-5-12 1-10-6 2-1-14 Scale=1:22.2 2x4 I I 2x4 I I 2x4 'I 2x4 I I 2 3 4 5 6 7 8 • op 7 14 13 12 11 10 2x4 I I 6x8= THD46 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 0-1.8 1-11-13 5-4-86-98 9-3-4 I 13-3-8 i 01 1-10-5 — --- 3 4 11 1 5 0 2-5-12 4-0-4 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in floc) I/deft Lid I PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.34 Vert(LL) -0.13 11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.96 Vert(CT) -0.16 10-11 >874 240 BCLL 0.0 Rep Stress lncr NO WB 0.64 Horz(CT) 0.03 9 rVa n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MS Weight:72 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-4-12 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. REACTIONS. (lb/size) 14=832/0-3-8,9=990/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-733/0,1-2=-1279/0,2-3=-1279/0,3-4=-2930/0,4-5=-2930/0,5-6=-2930/0,6-7=-2961/0 BOT CHORD 12-13=0/2249,11-12=0/2930,10-11=0/2961,9-10=0/1758 WEBS 1-13=0/1341,3-13=-1115/0,3-12=0/887,6-11=-311/140,7-10=0/1354,7-9=-1841/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 4x5 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. 4)Use USP THD46 nth 16d nails into Girder&10d nails into Truss)or equivalent at 9-2-12 from the left end to connect truss(es)to front face of bottom chord. 5)Fill all nail holes where hanger is in contact with lumber. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). `,` 111 1 1 1 1 It/fiii,, LOAD CASE(S) Standard A... A •ei •1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 n AN \Ci E N$••• 1' . Uniform Loads(plf) .. F •' to • Vert:1-8=-100,9-14=-10 No 39380 i Concentrated Loads(Ib) • Vert:10=-391(F) - • :53• STATE OF • U ',. •Ns• 4ORiOV"..* c. ,i't4 /ONACEls% Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. .... ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mil a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent 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 ' fabncation,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job ,Truss 1Truss Type Qty Ply T14531719 16092T0 r r FG02 Flat Girder 1 - ---- - —_ Job Reference(optional) BuildingComponent Supply, Jacksonville,FL-32256, 13:35:42 : Page P PP Y. 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:35:42 2018 Page 1 ID:o7oVP0ORbQC9BoD6ud D89DzOWDY-OKtC_IJgxGtJFTE DSb8 H2Q000azU Igo3eQTDDkyzSM? 3-9-10 7-5-8 11-1-6 14-11-0 3-9-10 3-7-14 3-7-14 3-9-10 Scale=1:25.5 2x4 II 4x5 = 5x6 = 1 5x6 = 11 2 4x5 = 3 45 12 _ : - ------- 9 8 7 5x8 = 10 5x6 = 4x10 = 6 2x4 II 2x4 II 3-9-10 I 7-5-8 11-1-6 1411-0 I 3-9-14 3-7-14 3-7-14 3-9-10 Plate Offsets(X,Y)– [1:0-2-4,0-2-4],j5.0-2-4,0-2-4j,[60-22-0,0-1-0],17:0-2 4,0-2-4j,[90-2-4 0-2-4].[10:0-2-0,0-0-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL) -0.18 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(CT) -0.38 8 >465 180 BCLL 0.0 * Rep Stress Incr NO WB 0.63 Horz(CT) 0.04 6 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MS Weight:141 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-9,2-8,4-8,5-7:2x4 SP No.1 REACTIONS. (lb/size) 10=2514/0-5-8,6=2514/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-2417/0,1-2=-6709/0,2-3=-8879/0,3-4=-8879/0,4-5=-6709/0,5-6=-2417/0 BOT CHORD 9-10=0/356,8-9=0/6709,7-8=0/6709,6-7=0/356 WEBS 1-9=0/6606,2-9=-1860/0,2-8=0/2256,3-8=-1183/0,4-8=0/2256,4-7=-1860/0, 5-7=0/6606 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 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. 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 ``0011111114,/ ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. •‘� ON A. q4 �i• 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. •N O • B ' II;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 .• s.t'••.*\G�E N s ..'14,•, .q2��0 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. No 39380 1 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16 has/have been modified.Building designer must review loads to verify • that they are correct for the intended use of this truss. ".0 a 8)Special hanger(s)or other connection device(s)shall be provided starting at 0-1-12 from the left end to 14-9-4 sufficient to connect i •. STATE OF . it/ truss(es)to front face of top chord. The design/selection of such special connection device(s)is the responsibility of others. i O ••• <1.1 LOAD CASE(S) Standard tea, R \• Q) N 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 �1j,S/ •• -' ' Uniform Loads(plf) i�,��0 N Al.1�� Vert:1-5=-334,6-10=-10 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Thomas A.Albans PE No.39380 Uniform Loads(plf) MITek USA,Inc.FL Cert 6634 Vert:1-5=-294,6-10=-10 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 C.nntinunrt nn nano? .•.. AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss 'Truss Type Qty Ply T14531719 16092T0 FG02 Flat Girder 1 – — Job Reference(.optional) —_ BuildingComponent Supply, Jacksonville,FL-32256, —— Page P 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:35:42 2018 Page 2 I D:o7oVPOORbQ C9BoD6ud D89Dz0 WDY-OKtC_IJgxGIJFTEDSb8H2O000azU Igo3eQTDDkyzSM? LOAD CASE(S) Standard 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-194,6-10=-30 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-12=-43,5-12=-64,6-10=-6 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-64,5-11=-43,6-10=-6 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-182,6-10=-10 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-182,6-10=-10 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-68,6-10=-6 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-98,6-10=-6 10) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-182,6-10=-10 11) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-182,6-10=-10 12) Dead:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(plf) Vert:1-5=-174,6-10=-10 13) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-300,6-10=-10 14) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-300,6-10=-10 15) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-300,6-10=-10 16) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-300,6-10=-10 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. 1111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531720 16092T0 FGO3 FLAT GIRDER 1 Job Reference(optional/) --_Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:35:43 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzO WDY-swRaCeKlia?9tcpQ0lfwbeYWD_Mg 12fDt4CnmByzSM_ 1-3-12 4-8-15 8-0-6 11-3-13 14-9-0 1-3-12 3-5-3 3-3-7 3-3-7 3-5-3 Scale=1:25.1 5x12 = 2x4 II 4x5 = 4x10 = 15x6 = 2 814 4x5= 13 4 5 6 m _ e o ® ® o . o e 12 10 _ 9 8 4x10= 2x4 II 11 4x10 = 4x10 7 5x6 - 4x5 II THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 1.2-0 1-3-12 4-8-15 I 8-0-6 11-3-13 149-0 -3-- -- 1-2-0 0-1-12 -_-3-5-3 3-3-7 -__- -----3-3-7 _.__. 3-5-3 Plate Offsets(X,Y) [2:0-3-8,0-2-81[3:0-2-0,0-2-0],[7:Edge 0-3-8],[8:0-3-4,0-2-01190-3-12,0-2-0),[10:0-2-8,0-2-� [11:0-3-0,0-3-0] -- _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.91 Vert(LL) -0.22 9 >738 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(CT) -0.35 9 >451 240 BCLL 0.0 * Rep Stress!nor NO WB 0.91 Horz(CT) 0.03 7 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.14 9 >999 240 Weight 213 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS TOP CHORD Structural wood sheathing directly applied or 5-1-10 oc purlins, BOT CHORD 2x4 SP SS except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-10,3-9,5-9,6-8:2x4 SP No.1 REACTIONS. (lb/size) 7=5343/0-2-8,11=11165/0-4-8 Max Uplift 7=-732(LC 5),11=-2508(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-616/138,1-2=-1307/3383,2-3=-10346/917,3-4=-15982/1979,4-5=-15982/1979, 5-6=-12567/1674,6-7=-5145/715 BOT CHORD 11-12=-279/80,10-11=-3383/1307,9-10=-917/10346,8-9=-1674/12567,7-8=-100/708 WEBS 1-11=-4160/1645,2-11=-7465/1240,2-10=-2315/14347,3-10=-4460/752,3-9=-1114/5913, 4-9=-2764/442,5-9=-334/3583,5-8=-3937/552,6-8=-1651/12441 NOTES- 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: 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. ,,‘0111110/iii,, Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 2-11 2x4-1 row at 0-7-0 oc. �� S A. ii 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 CP' .• 41 'a' ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ` ,``• ...\C E Ns.. 4j/ . • 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. • • II;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 No 39380 4)Provide adequate drainage to prevent water ponding. • • 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. "17 • ; X► 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. :13%. STATE OF • 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) i '. 24/Z 7=732,11=2508. �i''��•:�d O R ,0 •P•' ,�•� 9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16 has/have been modified.Building designer must review loads to verify ........ `�? that they are correct for the intended use of this truss. ''jSS/• - \ ss 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)4020 lb down and 1374 lb up at ��41/111.111" ��N A;,,,�� 0-1-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 11) Special hanger(s)or other connection device(s)shall be provided starting at 0-7-4 from the left end to 14-7-4 sufficient to connect Thomas A.Alban)PE No.39380 truss(es)to front face of top chord. The design/selection of such special connection device(s)is the responsibility of others. MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 LOAD CASE(S) Standard Date: July 11,2018 Cnntini ie.rl nn none.9 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531720 16092T0 r FG03 FLAT GIRDER 1 Job Reference(optionall" Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:35:43 2018 Page 2 I D:o7oVP0O RbQC9BoD6udD89DzO WDY-sWRaCeKlia?9tcpQ0lfWbeYWD_Mg 12fDt4CnmByzSM_ LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert 1-6=-854,7-12=-10 Concentrated Loads(Ib) Vert:1=-4020 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-6=-719,7-12=-10 Concentrated Loads(Ib) Vert:1=-3289 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-6=-430,7-12=-30 Concentrated Loads(Ib) Vert:1=-1827 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-14=135,6-14=114,7-12=-6 Concentrated Loads(Ib) Vert.1=1374 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plt) Vert:1-13=114,6-13=135,7-12=-6 Concentrated Loads(Ib) Vert:1=1374 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=-360,7-12=-10 Concentrated Loads(Ib) Vert:1=-1371 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=-360,7-12=-10 Concentrated Loads(Ib) Vert:1=-1371 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=50,7-12=-6 Concentrated Loads(Ib) Vert:1=913 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=-50,7-12=-6 Concentrated Loads(Ib) Vert:1=366 10) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=-360,7-12=-10 Concentrated Loads(Ib) Vert:1=-1371 11) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=-360,7-12=-10 Concentrated Loads(Ib) Vert:1=-1371 12) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-6=-316,7-12=-10 Concentrated Loads(Ib) Vert:1=-1096 13) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plt) Vert:1-6=-752,7-12=-10 Concentrated Loads(Ib) Vert:1=-3495 14) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plt) Vert:1-6=-752,7-12=-10 Concentrated Loads(Ib) Vert:1=-3495 15) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-6=-752,7-12=-10 Concentrated Loads(Ib) Vert:1=-3495 Cnntinuorf on nano 4 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not int 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 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 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIT11.11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 36610 Job Truss Truss Type Qty Ply 16092T0 a FG03 FLAT GIRDER 1 T14531720 3 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:35:43 2018 Page 3 I D:o7OVPOO RbQC9BoD6udD89DzO W DY-sW RaCeKlia?9tcpQ0lf W beY W D_Mg 12fDt4CnmByzSM_ LOAD CASE(S) Standard 16) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS W nd(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=-752,7-12=-10 Concentrated Loads(Ib) Vert 1=3495 er.• AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 81II-7173 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 building component,not 1111• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 QualityCriteria,DSB-89 and BCSI BuildingComponent Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. P Tama,FLrke East6Blvd. _,_ Tampa,FL 36610 Job 'Truss Truss Type Qty Ply 116092TO r • FG04 HALF HIP GIRDER 1 T14531721 _ --- - -- Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:35:44 2018 Page 1 I D:o7oVP0ORbQC9BoD6udD89DzO WDY-Kj?yP_KwTu70U mOca0A17r5k70eFina7M5kyKHdyzSLz 2-7-0 2-8-8 5-7-7 8-6-5 - 11-5-4 13-4-0 16-8-0 20-5-8 2-7-0 0-1-8 2-10-15 2-10-15 2-10-15 1-10-12 3-4-0 3-9-8 Scale=1:38.1 8.00,12 2x4 I I 2 J 3x6 = 4x5 i 2x4 I I 2x4 I I 6x8= 5x6 = 1 5x12 = 4x6 = 5 4x5 = 7 9 3 17El P 18 Q . 1 1- \ fol 4 16 Ni. 04 CI T NI , fi5 4 113 12 11 10 4x5 = 4x6 = 7x14 MT2OHS = 4x10 = 4x6 = 2-8-8 8-6-5 13-4-0 20-5-8 2-8-8 5-9-13 4-9-11 7-1-8 Plate Offsets KY)— L:0-6-0 0-1-01,[4:0-2-8,D-2-91,[8:0-3-8,D-3-01,[9:0-3-0,0-3-01,[11:0-2-4,D-2-01_114:0-2-4,0-2-0J LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) -0.21 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(CT) -0.37 11-12 >659 240 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.64 Horz(CT) 0.07 16 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.14 11-12 >999 240 Weight:230 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc purlins, BOT CHORD 2x4 SP No.1*Except` except end verticals. 10-12:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3*Except* 2-13,9-10,8-11,8-10:2x4 SP No.1 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 14=3727/Mechanical,16=2948/0-3-8 Max Horz 14=139(LC 12) Max Uplift 14=-39(LC 8),16=-298(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-13=-24/2696,3-4=-4224/148,4-5=-10193/296,5-6=-10193/296,6-7=-8824/597, 7-8=-8824/597,8-9=-487/49,10-15=-232/2785,9-15=-232/2785 BOT CHORD 13-14=-147/4036,12-13=-191/8403,11-12=-477/10060,10-11=-471/5133 WEBS 4-13=-5019/105,4-12=-162/2205,5-12=-1313/4,6-11=-1831/0,7-11=-983/253, 8-11=-158/4392,8-10=-5388/489,3-14=-5275/69,9-16=-3047/310 111 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: NN%.i1/4,PS'A"Ai e, Top chords connected as follows:2x4-1 row at 0-7-0 oc. N• ``r.. �e 'j Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. n::h<:e.• \C•E N S /2'0, Webs connected as follows:2x4-1 row at 0-9-0 oc. . •\' �•�.• / i 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to • No 39380 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 2-5-4,Interior(1)2-5-4 to 20-0-4 zone;C-C for 7.13 ' ; CC members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 i 53 •. STATE OF �� 5)Provide adequate drainage to prevent water ponding. �� '. -- ��/; 6)All plates are MT20 plates unless otherwise indicated. '5T ••• Q P•••••• •.• " ' 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'je�ss .9.R `.. _`�?,�� 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 / / �\ will fit between the bottom chord and any other members. /�1/�N A;',,�� 9)Refer to girder(s)for truss to truss connections. 10) Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Thomas A.Alban)PE No.39380 capacity of bearing surface. MfTek USA,Inc.FL Cert 6634 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14 except(jt=lb) 6904 Parke East Blvd.Tampa FL 33610 16=298. Date: 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s). The design/selection of such July 11,2018 r nnp'tion riav- 1n\is tho roennneihility of nthorc Con inued on page 2 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. fill• Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent 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 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 16092T0 I I FG04 HALF HIP GIRDER 1 T14531721 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32258, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:35:44 2018 Page 2 I D:o7oVP0ORbQC9BoD6udD89DzO W DY-Kj?yP_KwTu70U mOca0A17r5k7OeF ma 7M5kyKHdyzSlz LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert 1-2=-100,3-7=-462,7-9=100,10-14=-10 Concentrated Loads(Ib) Vert:7=-548 AWARN/NG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. L Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531722 16092T0 r I GEB01 ROOF TRUSS 1 1• -Job Reference_Optional) Building Component Supply,Jacksonville,Fl 32256 8.220 s Jun 14 2018 MiTek Industries,Inc. Wed Jul 11 09:13:10 2018 Page 1 ID:py8sLaxEQ mhi8R7EQMVRpz1NZI-aes3LHgy3_Ltequ8oGc2p?xMw1NTIMNylm25UXyzC_N 3-5-0 3-7-3 6-8-4 7-0-9 9-11-8 10-6-0 12-10-7 13-2-12 16-3-13 16110 19-11-0 3-5-0 0-2-3 3-1-1 0-4-5 2-10-15 0-6-8 2-4-7 0-4-5 3-1-1 0-2-3 3-5-0 Scale=1:33.8 4x6 = 4x5 = 4x5 - 2x4 2x4 I I 7x14 MT2OHS= 4x5 4x6= 1 2 3 4 5 6 7 • g ® b I eII ° I a I b I -I Ie l 1 , K13 12 11 10 9 K 14 8 2x4 = 4x6 = 7x14 MT2OHS = 4x10 -- 4x5 - 4x6= 2x4= NOTE:TRUSS USED FOR BRACING ONLY. BRACING DESIGNED AND FURNISHED BY OTHERS. 3-5-0 3-7-3 6-8-4 7-0-9 9-11-8 10-6-0 12-10-7 13-2-12 16-3-13 16-6-0 19-11-0 H 3-5-0 0-2-3 3-1-1 0-4-5 2-10-15 0-6-8' 2-4-7 0-4-5 3-1-1 0-2-3 3-5-0 Plate Offsets(X Y)-_ [1:0-3-8,0-2-01, 7:0-3-8,0-2-01.[9:0-2-8,0-2-0],[13:0-2-8,0-2-0] l, LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 54.0 Plate Grip DOL 1.60 TC 0.98 Vert(LL) 0.29 11-12 >800 240 MT20 244/190 TCDL 5.0 Lumber DOL 1.60 BC 0.82 Vert(CT) -0.58 11 >403 180 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(CT) 0.08 8 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Weight:102 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-1-7 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 2-5-7 oc bracing. 1-13,2-12,3-11,5-11,6-10,7-9:2x4 SP No.1 REACTIONS. (lb/size) 14=1775/0-3-8,8=1775/0-3-8 Max Uplift 14=-1775(LC 5),8=-1775(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-1733/1580,1-2=-3252/3249,2-3=-5515/5527,3-4=-7050/7063,4-5=-7050/7063, 5-6=-5596/5607,6-7=-3260/3257,7-8=-1734/1584 BOT CHORD 12-13=-3249/3252,11-12=-5597/5616,10-11=-5677/5695,9-10=-3257/3260 WEBS 2-13=-1535/1159,3-12=-1102/764,4-11=-1376/0,5-10=-1089/754,6-9=-1535/1146, 1-13=-3529/3533,2-12=-2554/2537,3-11=-1629/1593,5-11=-1554/1518, 6-10=-2611/2595,7-9=-3540/3544 NOTES- 1)This truss has been checked for uniform roof live load only,except as noted. 2)Provide adequate drainage to prevent water ponding. 11 J l l i 3)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to O1`�� /�� verify adequacy of top chord dead load. , PS A. A it., 4)All plates are MT20 plates unless otherwise indicated. •N OM 4e 10, 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `k••'�\G E N SF•.•911/moi• 6)Bearing at joint(s)14,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify • • • capacity of bearing surface. No 39380 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1775 lb uplift at joint 14 and 1775 lb • uplift at joint 8. * 8)Load case(s)1,5 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of — • this truss. - •' 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1038 lb up at 9-11-8 on bottom O'.• STATE. O f :�� chord. The design/selection of such connection device(s)is the responsibility of others. .#' 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 0,T,�' O A \Q ••• %4` CASE(S )LOADDead+Roof)Live(balanced):rd Lumber Increase=1.60,Plate Increase=1.60 ��if I f N AL010. �� Uniform Loads(plf) Thomas A.Albans PE No.39380 Vert:8-14=-10,1-7=-118 MITek USA,Inc.FL Cert 6634 Concentrated Loads(Ib) Vert:4=-1038 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 Cnntinrmd on nano 9 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 114531722 1609210 ' GEB01 ROOF TRUSS 1 1 Job Reference(optional) Building Component Supply,Jacksonville,FI 32256 8.220 s Jun 14 2018 MiTek Industries,Inc. Wed Jul 11 09:13:10 2018 Page 2 ID:py8sLaxEQ_mhi8R7EQMVRpz1 NZI-aes3LHgy3_Ltequ8oGc2p?xMw1 NTIMNyIm25UXyzC_N LOAD CASE(S) 5)User defined:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:8-14=118(F),1-7=10(F) Concentrated Loads(Ib) Vert:11=1038 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and braang of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531723 16092T0 , GEB02 'ROOF TRUSS 1 1 --_ Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 8.220 s Jun 14 2018 MiTek Industries,Inc. Wed Jul 11 09.1443 2018 Page 1 ID:py8sLaxEQ_mhi8R7EQMVRpz1 NZI-MXzDt4oH9Z3h17V011ns4clLcXDc2OFehk3WFeyzByw 3-6-10 4-0-14 6-11-8 8-0-0 9-10-2 10-4-6 13-11-0 3-6-10 0-6-4 2-10-10 1-0-8 1-10-2 0-6-4 3-6-10 Scale=1:23.4 2x4 4x5 = 4x5 = 1 4x5 - 2 4x5 = 3 4 5 \ c 1 I 9 8 7 4x5 - 10 4x5 4x10 = 6 2x4 = 2x4= NOTE:TRUSS USED FOR BRACING ONLY. BRACING DESIGNED AND FURNISHED BY OTHERS. 3-6-10___-___-_- - 4-0-14____ 6-11-8 - ___8-0-0 9-10-2 10-4-6 13-11-0 I3-6-10 0-6-4 2-10-10 • 1-0-8 1-10-2 0-6-4 3-6-10 Plate Offsets(X,Y)- [1:0-3-0,0-2-0],15:0-3-0,0-2-0],17:0-2-0.0.-2.-..01.19__0-2_0D-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 54.0 Plate Grip DOL 1.60 TC 0.58 Vert(LL) 0.09 8-9 >999 240 MT20 244/190 TCDL 5.0 Lumber DOL 1.60 BC 0.41 Vert(CT) -0.22 8 >758 180 BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(CT) 0.03 6 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MS Weight:71 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-9-9 oc bracing. REACTIONS. (lb/size) 10=1391/0-3-8,6=1391/0-3-8 Max Uplift 10=-1391(LC 5),6=-1391(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-1355/1199,1-2=-2572/2570,2-3=-4084/4089,3-4=-4084/4089,4-5=-2572/2570, 5-6=-1355/1199 BOT CHORD 8-9=-2570/2572,7-8=-2570/2572 WEBS 2-9=-1137/731,3-8=-1396/14,4-7=-1137/731,1-9=-2759/2762,2-8=-1676/1667, 4-8=-1676/1667,5-7=-2759/2762 NOTES- 1)This truss has been checked for uniform roof live load only,except as noted. 2)Provide adequate drainage to prevent water ponding. 3)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to verify adequacy of top chord dead load. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0%%%1111111/41/i 5)Bearing at joint(s)10,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify .�`-APS A. A< III capacity of bearing surface. •N O B °j 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1391 lb uplift at joint 10 and 1391 lb ♦♦♦,,'r•,•.,G E N S'�.4, ''�� uplift at joint 6. 7)Load case(s)1,5 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of No 39380 this truss. ► 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1038 lb up at 6-11-8 on bottom * chord. The design/selection of such connection device(s)is the responsibility of others. -'O • 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ii Ole,;:sTE O F :�4LOAD CASES) Standard Except: • 1)Dead+Roof Live(balanced):Lumber Increase=1.60,Plate Increase=1.60 -i ••• • P'�•Uniform Loads Vert 6(10=-10,1-5=-118 'lf) , `sR ,•``�• ,,Concentrated Loads(Ib) IIN A;'`�% Vert:3=-1038 Thomas A.Alban)PE No.39380 5)User defined:Lumber Increase=1.60,Plate Increase=1.60 MITek USA Inc.FL Cert 6634 Uniform Loads(plf) 6904 Parke East Blvd.Tampa FL 33610 Vert:6-10=118(F),1-5=10(F) Date: July 11,2018 Cnntini sod nn nano 9 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Py 1609270 r GEB02 ROOF TRUSS 1 1 714531723 Job Reference(optional) Building Component Supply,Jacksonville,FI 32256 8.220 s Jun 14 2018 MiTek Industries,Inc. Wed Jul 11 09:14:44 2018 Page 2 ID:py8sLaxEQ_mhi8R7EQMVRpz1 NZI-gjXb4QpwwtBYwH4CJ?I5cpgwMxYmrVnwop4n5yzByv LOAD CASE(S) Concentrated Loads(Ib) Vert:8=1038 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 114531724 16092T0 HJO4 Diagonal Hip Girder 1 1 —- --— Job Reference(4ptional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:35:47 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzO WDY-I Ih52?NpmpVbLE6BF8jSIUjLnbgez4spniA_uyyzSLw 5-7-2 5-7-2 Scale=1:12.6 3 2.83 12 NAILED 9 354 re 2 L 00 i - - \(, 10 4 NAILED NAILED 3x4 II 5-7-2 5-7-2 I Plate Offsets(X,Y)=—__(1:0-1-8,0-0-3j _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.06 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.09 4-7 >701 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=229/0-7-0,3=148/Mechanical,4=81/Mechanical Max Horz 1=61(LC 4) Max Uplift 1=-72(LC 4),3=-89(LC 4),4=-7(LC 4) Max Gray 1=229(LC 1),3=148(LC 1),4=101(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=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);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 capableabof NDS withstanding 100 lb uplift at joint(s)1,3,4. ``,`011111111/iii S A ,�,, 6)"NAILED"indicates 3-10d 0.148"x3" or 2-12d 0.148"x3.25" toe-nails 11�� 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �,, n ..........rs �4,� s%k .•-.\GENS • 1 �i LOAD CASE(S) Standard . F•�• 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 • • No 39380 Uniform Loads(pIf) Vert:1-3=-60,4-5=-20 Concentrated Loads(Ib) Vert:10=-15(F=-7,B=-8) :13'.1.0 . STATE OF : �/� �� N. . .4OR ,0.. r, •• „Ills► Thomas A Albanl PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. -- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not + a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531725 16092T0 ' r HJ14 Diagonal Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:35:48 2018 Page 1 I D:o7oVPOORbQC9BoD6udD89 DzO WDY-DUETFLN RX6eSzOh NprFh I hG W5?BZi W6y0MwYQOyzSLv 5-7-2 5-7-2 Scale=1:18.0 3 4.24 12 r'' o o NAILED 11 1 5x6 % n 2 o 1 T, sir II H 11 ,2 4 NAILED NAILED 3x8 11 5-7-2. 5-6-12 Plate Offsets(X,Y1-...-LL0-2-12,0-0-71 - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.05 4-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.07 4-9 >908 180 BOLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.03 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 1=242/0-7-0,3=140/Mechanical,4=74/Mechanical Max Horz 1=80(LC 8) Max Uplift 1=-50(LC 8),3=-83(LC 8),4=-7(LC 8) Max Gray 1=242(LC 1),3=140(LC 1),4=96(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=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);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 capableabof withstanding nes 100 lb uplift atjoint(s)1,3,4. ````�10111111/4 Aii,, 6)"NAILED"indicates 3-10d 0.148"x3" or 2-12d 0.148"x3.25" toe-nails -A 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). N•s O�P...........• 'I,� • LOAD CASE(S) Standard F•'•• 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 No 39380 Uniform Loads(plf) Vert:1-3=-60,4-5=-20 Concentrated Loads(Ib) Vert:12=-13(F=-7,B=-6) 51O:••• S TATE O F •:�1Q 0�,,��•.• O R ,Op :\ • , • ,i�SS,�ONA1-6 �• Thomas A Albans PE No.39380 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 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 MITA( is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,056-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. • Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531726 16092T0 HJ24 'Diagonal Hip Girder 1 1 -— - - --- -- — Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:35:49 2018 Page 1 ID:o7oVPOORbQC9BoD6ud D89DzOWDY-hgorSh031QmJbXGaMZmwgvogrPVXRzM5F0f5ygyzSLu 5-7-2 5-7-2 Scale=1'.18.2 2 4.24 12 NAILED 5 o R ci 2x4 N 1 N, 6 3 NAILED 4_ NAILED 2x4 • 5-7-2 5-7-2 Plate Offsets(X Y)- 14:0-2-0,0-1-0j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.06 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.08 3-4 >817 180 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.1 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins, BOT CHORD 2x4 SP No.1 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=106(LC 8) Max Uplift 4=-44(LC 8),2=-94(LC 8),3=-6(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=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,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)*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 nes 100 lb uplift at joint(s)4,2,3. ,`,`'"S At��I��', 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d 0.148"x3.25")toe-nails _f. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). •N Ow.' ......... S �,j� .> CEN /4,°0 LOAD CASE(S) Standard • • • \ S •••. .• 1)Dead+Roof Livebalanced:Lumber Increase=1.25,Plate Increase=1.25 • Uniform Loads(plf) ) No 3 • 9380 Vert:1-2=-60,3-4=-20 Concentrated Loads(Ib) Vert:6=-5(F=-2,B=-2) O'.•• STATE OF •:��/ 0eSS�4 N A1-� G�. X111111 Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 AWARN/NG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1•7477 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531727 16092T0 ' HJ25 Diagonal Hip Girder 1 1 pSupply, Jacksonville,FL-32256 Job Reference(optional)_ Building Component , 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:35:50 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOWDY-9tMDg1 Ph3kuADhrmwGH9N6LpmppTAQbFUgPeVHyzSLt 6-5-9 6-5-9 Scale=1:19.6 2 NAILED 4.24 12 6I NAILED 5 II 2x4 II 1 PI 6111 wl No 1 1 fl rl 7 8 NAILED NAILED 4 NAILED NAILED 3 3x4 I I f 6-5-9 6-5-3 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 0.57 Vert(LL) 0.10 3-4 >725 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 • Vert(CT) -0.16 3-4 >462 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.08 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=263/0-7-0,2=208/Mechanical,3=117/Mechanical Max Horz 4=118(LC 8) Max Uplift 4=-59(LC 8),2=-145(LC 8),3=-6(LC 8) Max Gray 4=263(LC 1),2=208(LC 1),3=169(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.Dpsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,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)'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)4,3 except(jt=1b) 2=145. ( ) ( ) per NDS guidlines. ``,4 S1A. ,44/,,, 4 ,,, 6)"NAILED"indicates 3-10d 0.148"x3" or 2-12d 0.148"x3.25" toe-nails -t� 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). •% DSP••..• . �'j� .• sZ, GEN '94, . LOAD CASE(S) Standard % '•\'\ S '.•• , ,i 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 No 39380 Uniform Loads(plf) Vert:1-2=-60,3-4=-20 Concentrated Loads(Ib) Vert:6=-38(F)7=-5(F=-2,B=-2)8=-45(F-22,B=-22) ; 17.�'. STATE OF : y_ : 4 0 ..cj p �. '0 0 R \O \ • ` ie SiONAV- s% tit 00 iiiimitill Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531728 16092T0 r J02 Corner Jack 1 1 — — Job Reference(optional Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:35:50 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOWDY-9tMDg1 Ph3kuADhrmwGH9N6LxCpvaAQbFUgPeVHyzSLt 1-10-15 1-10-15 --, Scale=1:9.4 4.00 12 3 2 1 0 i 4 0 3x4 4 3x4 1-10-15 1-10-15 Plate Offsets LXY)— 11:0-10-0-5]00-5] 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 0.03 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 7 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=76/0-5-8,3=50/Mechanical,4=26/Mechanical Max Horz 1=26(LC 12) Max Uplift 1=-11(LC 12),3=-27(LC 12),4=-2(LC 12) Max Gray 1=76(LC 1),3=50(LC 1),4=31(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=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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 rder(s) truss to ss ons. 5)Provide mlechanicalrconnectionu(byothers)fiof truss to bearingplate capable of withstanding100 lb uplift at joint(s)1,3,4. ��,, S A.,f,,�� ) P P %%�`p�PS A. q�e•,lam . .• IGEN S •• � °moi No 39380 * r * Cr• � C Z :53\• S TATE OF Lii/ 1. i,.�ss'O N Al.'��▪ Css ��. Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 .-- a WARNING-Verify design parameter:and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-747.3 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 mit 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 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 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITfPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss 'Truss Type Qty Ply T14531729 16092T0 t J03 Jack-Open 1 1 poSupply, Jacksonville,FL- Job Reference£optional) Building Component 32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:35:51 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOWDY-d3wbtNQJg101 grQyU_oOwKu6yCFtvtrOiK8CljyzSLs 1-10-15 2-1-1 1-10-15 0-2-2 { • Scale=1:9.4 4.00 12 3 3x4 \(/ 2 • 11111111011111111111"------- 4 3x4 II 1-10-15 2-1-1 1-10-15 0-2-2 Plate Offsets(X,1 _ 11;0-1-8,0-0-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=76/0-5-8,3=52/Mechanical,4=24/Mechanical Max Horz 1=25(LC 12) Max Uplift 1=-10(LC 12),3=-27(LC 12) Max Gray 1=76(LC 1),3=52(LC 1),4=31(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=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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 er o girder(s) truss to ss conn ons. 5)Providte mechanicalrconnectionu(byothers fiof truss to bearingplate capable of withstanding100 lb uplift at joint(s)1,3. � ,,1"'A. A " 14%��O�' G S�. i •• / ii No 39380 •* � • STATE OF :�� i0SS,ONA� e,.,`�� Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not14 ' ' 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 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 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss .Truss Type Qty Ply T14531730 16092T0 J12 Comer Jack 1 1 Job Reference(optional)__ Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:35:52 2018 Page 1 I D:o7oVPOORbQC9BoD6udD89DzO WDY-5FU_5jRybL8uS??82hJdSXQGQcbseK5Yx_ulZ9yzSLr 1-10-15 1-10-15 --- Scale=1:12.2 6.00 12 3 4x5 2 d I I■ ' 3x8 I1 4 1-10-15 1-10-15 Plate Offsets(X,Y)__ (1:0-2-1U-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 SP No.1 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=76/0-5-8,3=51/Mechanical,4=25/Mechanical Max Horz 1=39(LC 12) Max Uplift 3=-38(LC 12),4=-4(LC 12) Max Gray 1=76(LC 1),3=52(LC 17),4=32(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.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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 Rer rder(s) truss to ss conn ons. 5)Provide mlechanicalrconnectionu(byothers Uof truss to bearingplate capable of withstanding100 lb uplift at joint(s)3,4. 0‘ LS A.,,,�A� .�� ••'\CENS• •,97i �i • No 39380 • � • • • -0 ;CC Z �' STATE OF ' u/ : „�T - �. •i0R10P ' . "Sirs•�� Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not hut a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty •Ply 114531731 16092T0 ' J13 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:35:54 2018 Page 1 I D:o7oVPOORbQC9BoD6udD89DzO WDY-2eckWOSC7yQchJ9X96M5XyWcvQ H N6EbrOl Nse2yzS Lp 1-10-15 2-1-1 1-10-15 0-2-2 Scale=1:12.2 6-00 12 3 4x5 j al I. kid 4 kid 3x8 II 1-10-15 1-1 1-10-15 2-2 Plate Offsets LY)— j1:0-2-12,0-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc purlins. BOT CHORD 2x4 SP No.1 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=76/0-5-8,3=52/Mechanical,4=24/Mechanical Max Horz 1=38(LC 12) Max Uplift 3=-37(LC 12),4=-1(LC 12) Max Gray 1=76(LC 1),3=53(LC 17),4=33(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=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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 rder(s) truss to ss ons. 5)Provide mlechanicalrconnectionu(byothers)Uof truss to bearingplate capable of withstanding100 lb uplift at joint(s)3,4. •%%%.Kn 11 A. I P p %% OW* .••GENS• No 39380 * * -A r • • C 1.1•13,..:•. STATE OF •:14/:: • ,/0 N AL �%S% IVO Thomas A.Alban'PE No.39380 MITek US&Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not lot 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 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 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531732 16092T0 • J22 Comer Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:35:55 2018 Page 1 I D:o7oVP0ORbQC9BoD6ud D89DzO WDY-WgA6jkTqu G WTJ SkjjgtK4A216gc9rhr_dy6PAUyzSLo 1-10-15 1-10-15 Scale=1:13.3 6.00 12 2 2x4 II 1 • kin,/ ,/ 4 3 2x4 II 1-10-15 1-10-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 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 Matrix-MR Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=70/0-5-8,2=50/Mechanical,3=20/Mechanical Max Horz 4=64(LC 12) Max Uplift 2=-45(LC 12),3=-8(LC 12) Max Gray 4=70(LC 1),2=53(LC 17),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=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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. 101I111111IIIIil' s`%‘ Or\ ' ; q�e� . �` .� .• GENS' .;9,�, i.° • No 39380 = * r 51' STATE bF • �✓ � k- -"lin 1 Mit Thomas A.Alban'PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the • fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITfP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply r 714531733 16092T0 , J23 Jack-Open 2 1 Job Reference(optional) Wading Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:35:56 2018 Page 1 I D:o7oVPOORbQC9BoD6udD89DzO WDY-_OjUw4USeaeJxclwHXOZdNbwzDyQa857scszixyzSLn I 1-10-15 2-1-1 1-10-15 0-2-2 Scale=1:13.3 6.00 12 2 1 '. 2x4 II 1 PA 1 0 d lIall 3 -/ 4 2x4 II 1-10-15 2-1-1 1-10-15 0-2-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 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) -0.01 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.1 TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=70/0-5-8,2=49/Mechanical,3=21/Mechanical Max Horz 4=63(LC 12) Max Uplift 2=-44(LC 12),3=-5(LC 12) Max Gray 4=70(LC 1),2=52(LC 17),3=36(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=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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. 0 111111 i 1Ii, N. ,-,oPS... A. q�0 pie, r .�� ' •••\GENS•••17i •i No 39380 r •- * * \ STATE OF :•:4/ �-I ..... OR %O•t-,,\ 4. •Thomas A Albanl PE No.39380 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE 1111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITfPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531734 16092T0 ' J24 Corner Jack 1 1 Job Reference Loetional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:35:57 2018 Page 1 ID:o7oVP0ORbQC9BoD6udD89DzOWDY-SDHt8QU4PtmAYmt6gEvo9681 pdGfJbKH5GbWENyzSLm 3-10-15 3-10-15 Scale=1:18.2 2 600 12 5 2144 11 1 01111.1°►/ 4 3x4 II 3-10-15 3-10-15 Plate Offsets(X,Y)— [4:0-2-0,0-0-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.02 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.02 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=148/0-5-8,2=104/Mechanical,3=44/Mechanical Max Horz 4=104(LC 12) Max Uplift 2=-78(LC 12),3=-1(LC 12) Max Gray 4=148(LC 1),2=105(LC 17),3=71(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=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 3-10-3 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 er truss to ss connections. 5)Provide mechanicalrconnectionu(by of truss to bearingplate capable of withstanding100 lb uplift at joint(s)2,3. ♦ ``'S A."I others) Pa P %% PS q40' �♦ �O G E '9,1,x. • • No 39380 -O: :CC: 3 STATE OF ••• tOt Thomas k Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see AN5IfTP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job :Truss Truss Type Qty .Ply T14531735 16092T0 ' J25 Jack-Open 1 1 _Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:35:58 2018 Page 1 I D:o7oVPOORbQC9BoD6udD89DzOWDY-wPrFLmViABu 1 AwS IOyQ 1 iogDvl c122aQJwL3npyzSLI 3-10-15 4-1-1 3-10-15 0-2-2 Scale=1:18.2 2 6.00 12 5 N_ 2x4 II 1 NO M - -- - —___ .o 3_.. 4 3x4 II 3-10-15 4-1-1 3-10-15 0-2-2 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 0.37 Vert(LL) 0.02 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.02 3-4 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(CT) -0.03 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=150/0-5-8,2=105/Mechanical,3=44/Mechanical Max Horz 4=104(LC 12) Max Uplift 2=-78(LC 12) Max Gray 4=150(LC 1),2=107(LC 17),3=74(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=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 3-10-3 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 ail 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. 5ion ble 6)This Provide ss design el�uiresethat a(by min miniof mum 7/16°structural wplate ood sheathing ofwithstanding applied Ito the top chord and 1/2"gypsum %S-t)2. ,A``S'A. i sheetrock be applied directly to the bottom chord. directly •%%%0 .•S ....-6 i, •••••\GENS •.92 i No 39380 • * r STATE OF 'LL/ . . ,s,ONA' .,,,` Thomas A Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ,• • a truss system.Before use,the building designer must venfy the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply r T14531738 16092T0 • T01 COMMON SUPPORTED GAB 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32258, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:38:00 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-soz?mSXzio8lPEch W NSVnDmeOrKxWWmjnDcAriyzSLj 9-11-8 I 19-11-0 9-11-8 9-11-8 5x6 = Scab=1:41.7 8 /n 9 6.00 12 5 316r 7r :1032 11 i 2 4x5% 3 r r 4r 111111h 12 13 14 ,Iw51 ul 7Mn w w Aw imummi 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 4x5= 6x8 = 4x5 = 19-11-0 19-11-0 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/defl Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 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 lncr YES WB 0.08 Horz(CT) 0.00 16 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:145 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 19-11-0. (lb)- Max Horz 30=-173(LC 10) Max Uplift All uplift 100 lb or less at joint(s)30,16,24,25,26,27,28,22,21,20,19,18 except 29=-103(LC 12),17=-103(LC 12) Max Gray All reactions 250 lb or less at joint(s)30,16,23,24,25,26,27,28,29,22,21,20,19,18,17 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 7-8=-92/256 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-3-8,Exterior(2)3-3-8 to 9-11-8,Comer(3)9-11-8 to 12-11-8,Exterior(2)12-11-8 to 19-9-4 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 001111111117,, 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry `•.` 5 S A. A< l,, Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. , v . e,9 ,�, 4)All plates are 2x4 MT20 unless otherwise indicated. �A:,�� \Cr E N s "j. i 5)Gable requires continuous bottom chord bearing. • \' 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). • No 39380 7)Gable studs spaced at 1-4-0 oc. •8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * 9)'This truss has been designed for a live load of 20.0psf 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. ••• 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)30,16,24,25, i 53 '. S TATE 0 F �� 26,27,28,22,21,20,19,18 except(jt=1b)29=103,17=103. ••:::.04‘.... S� O R `n P.'\�; i'it 6siO N EA �. Imiti Thomas A Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa ft 33610 Date: July 11,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. lei Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,D5B-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 114531737 16092T0 , , T02 COMMON GIRDER 1 2 Job Reference Optional) Lp ) Building Component Supply,Jacksonville,Fl 32256 8220 s Jun 14 2018 MiTek Industries,Inc. Wed Jul 11 09:04:04 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOWDY-Zbsf b4TeEYM8w9CpbgOgsK8Yx1 KgOPalgnCJByzC6v 4-2-0 I 9-11-8 15-9-0 19-11-0 ' 4-2-0 5-9-8 5-9-8 4-2-0 6x6 Scale=1:45.2 3 6.00 12 �li 4x10 % .,, 4x10 2 4 6x6It 6x6 1 5 of iIii.rn • rA \�% w Wale o I-I 1■■■ 111 I I fl I n I I" IMP M 12 14 11 15 10 16 17 18 19 20 9 21 8 22 7 6- 13 JUS24 10x12 = JUS24 10x12 = THD26 3x12 M18SHS 3x6 II 3x6 3x12 M18SHS Il 10x12 = JUS24 JUS24 JUS24 JUS24 THD26-2 THD26 10x12 =__ THD28-2 1-3-8 4-2-0 , 6-11-0 9-11-8 13-0-0 15-9-0 18-7-8 19-11-0 1-3-8 2-10-8 2-9-0 3-0-8 3-0-8 2-9-0 • 2-10-8 1-3-8 Plate Offsets_(X Y)__ _[1:0-2-123-01,10-2-12,0_72781,X [6;Edge,0.5-81,[7;0-6-0.0-6-4119:0-6-0.0-5-121.00:0-6-0,0-6-4_02:0-6-0,0-5-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/def Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.09 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.16 9-10 >999 240 M18SHS 244/190 BCLL 0.0 * Rep Stress Ina NO WB 0.80 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Wind(LL) 0.07 9-10 >999 240 Weight:316 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-6-1 oc purlins, BOT CHORD 2x8 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-13,5-6:2x6 SP No.2,5-7,1-12:2x4 SP No.1 REACTIONS. (lb/size) 13=5079/0-5-8,6=9150/0-5-8 Max Horz 13=-185(LC 6) Max Uplift 13=-1162(LC 8),6=-1023(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3068/743,2-3=-6144/1411,3-4=-7187/1368,4-5=-5139/649,1-13=-5037/1161, 5-6=-8423/1005 BOT CHORD 12-14=-1063/4964,11-14=-1063/4964,11-15=-1063/4964,10-15=-1063/4964, 10-16=-790/4579,16-17=-790/4579,17-18=-790/4579,18-19=-790/4579, 19-20=-790/4579,9-20=-790/4579,9-21=-952/6542,8-21=-952/6542,8-22=-952/6542, 7-22=-952/6542,6-7=-60/389 WEBS 4-9=-343/191,4-8=-9/1484,2-10=-204/859,2-11=-158/528,3-10=-632/2017, 3-9=-541/4194,4-7=-3140/729,5-7=-818/7330,2-12=-3571/771,1-12=-957/4348 NOTES- 11111111111.11_ 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: 011-1NS A. A��.ii Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. �` O • B,9 Oji Bottom chords connected as follows:2x8-2 rows staggered at 0-3-0 oc. ` k�••• Ne E N S�`•••2/ °• 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 toN O 39380 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. — • II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 -13 5)All plates are MT20 plates unless otherwise indicated. O:• S TATE O F :�� 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ice; •As.- R ,-,V^••�' . .:* 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide i `` • l fit between her members,with 8)Prwilovide mechanical co nection(by others)om chord and any tof truss to ear ng plate capable off withstanding 1162 lb uplift at joint 13 and 1023 lb ,,,kSIS'O N Al-E• ?G%.• uplift at joint 6. ,�h1111111111111 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 Thomas A Alban!PE No.39380 left end to 12-0-12 to connect truss(es)T04(1 ply 2x4 SP)to front face of bottom chord. MITek USA,Inc.FL Cert 6634 10) Use USP THD26-2(With 16d nails into Girder&10d nails into Truss)or equivalent at 13-3-8 from the left end to connect truss(es) 6904 Parke East Blvd.Tampa FL 33610 TO5(2 ply 2x4 SP)to front face of bottom chord. Date: 11) Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 15-2-12 I 11,2018 from the left end to 17-2-12 to connect truss(es)TO6(1 ply 2x4 SP)to front face of bottom chord. Y Cntinuorl nn nano nom A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531737 16092T0 ' 102 COMMON GIRDER 1 Job Reference(optional) n - - - Budding Component Supply,Jacksonville,Fl 32256 8220 s Jun 14 2018 MiTek Industries,Inc.c. Wed Jul 11 09:04:04 20101 8 Page 2 ID:o7oVPOORbQC9BoD6udD89DzOWDY-Zbsflb4TeEYM8w9CpbgOgsK8Yx1KgOPalqnCJByzC6v NOTES- 12) Use USP THD28-2(With 16d nails into Girder&10d nails into Truss)or equivalent at 18-7-8 from the left end to connect truss(es)FG04(2 ply 2x4 SP)to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-5=-60,6-13=-20 Concentrated Loads(Ib) Vert:9=-1695(F)11=-786(F)7=-3668(F)14=-786(F)15=-786(F)16=-786(F)18=-786(F)20=-786(F)21=-1296(F)22=-1296(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITfP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply t T14531738 16092T0 ' 103 COMMON SUPPORTED GAB 11 1 Job Reference(opfionall_ Building Component Supply,ppty, JacksonvMle,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:36:04 2018 Page 1 1 ID:o7oVPOORbQC9BoD6udD89DzOWDY-IZC WcpaTm t fBurwSIDXRx3wKCShgSIYJiroO_TyzS Lf 10-2-0 � 20-2-8 I10-2-8 10-0-0 5x8 = Scale=1:52.7 8 7 1� 9 8.00 X12 6 ` 10 5 11 I. 4 12 3 �� 13 .. ` 14 2 4x5 4x5 •111 15 1 1 :: .. '•t-•t-.aaaaam•aaaaa�:1at•. .aaaaaa�.aaaaaa�aaaaaa� � a___ 30 29 28 27 28 25 24 23 22 21 20 19 18 17 18 4x5 -= 6x8 4x5 = 20-2-8 20-2-8 LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) i/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 ' Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress lncr YES WB 0.10 Horz(CT) -0.00 16 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:179 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 8-23 REACTIONS. All bearings 20-2-8. (Ib)- Max Horz 30=268(LC 11) Max Uplift All uplift 100 lb or less at joint(s)16,24,25,26,27,28,22,21,20,19,18 except 30=-136(LC 10),29=-164(LC 12),17=-172(LC 12) Max Gray All reactions 250 lb or less at joint(s)30,16,23,24,25,26,27,28,22,21,20,19,18,17 except 29=255(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 29-30=-255/237 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=45ft;L=24ft;eave=2ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 10-2-8,Corner(3)10-2-8 to 13-2-8,Exterior(2)13-2-8 to 20-0-12 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for ,,.1 111111 Dig,,, reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Ns% p,S A. A l,, 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry ,N• 0�, �e ,i, Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. �s,``Z` \C E Ns 14, a 4)All plates are 2x4 MT20 unless otherwise indicated. % • �' • 5)Gable requires continuous bottom chord bearing. No 39380 1 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). • 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide "O • : will fit between the bottom chord and any other members. i •. STATE OF . 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)16,24,25,26, i O •. *I/ • 27,28,22,21,20,19,18 except Qt=Ib)30=136,29=164,17=172. .. T .'.f • �` ','SS ,00 ,ONA`e, - N nilfltr ThomasA.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 IMINII A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7PII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531739 1609210 T04 Roof Special 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:36:05 2018 Page 1 I D:o7oVPOORbQC9BoD6udD89DzOWDY-Dlmup9b5XLn2 W?Ue lw2gU HTN7sv4BOsSwVXxWvyzSLe 5-10-0 10-2-8 14-7-0 20-5-8 5-10-0 4-4-8 4-4-8 5-10-8 6x6 Scale=1:54.9 3 8.00 12 13 14 2x4 4x5 2 4 12 m 5x6 4x5 5 1 "9 - . 11 3x6 -. rn N N O --_ _.... .s.. , 9 8 15 16 7 6 2x4 7x10 =, 4x5 -- 4x5 5-10-0 14-7-0 20-5-8 5-10-0 8-9-0 5-10-8 Plate Offsets —(1 0-2-4,0-2-0),[8:0-4-12 Edge] 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 0.56 Vert(LL) -0.21 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.33 7-8 >742 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(CT) 0.02 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:139 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 9=806/Mechanical,11=784/0-3-8 Max Horz 9=-188(LC 10) Max Uplift 9=-211(LC 12),11=-206(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-823/262,2-3=-982/444,3-4=-977/429,4-5=-330/178,1-9=-772/265,6-10=-54/564, 5-10=-54/564 BOT CHORD 7-8=-52/529,6-7=-129/637 WEBS 2-8=-438/290,3-8=-197/470,3-7=-192/466,4-7=-261/254,1-8=-88/650,4-6=-742/94, 5-11=-822/234 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=45ft;L=24ft;eave=4ft;Cat. ``�� t I/�� II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-2-8,Exterior(2) •N% p,S A. A I0, 10-2-8 to 13-2-8,Interior(1)13-2-8 to 20-0-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 �% �'`, �e ,i plate grip DOL=1.60 .:.,�`Z•... \G E N S�'•:9/f/ .. 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 No 39380 will fit between the bottom chord and any other members,with BCDL=10.Opsf. * 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify r. capacity of bearing surface. ' �'� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) i . STATE O F 9=211,11=206. .Q •• 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 �'�.0('‘.•..,-,--1<\,5;••`. 0 R ..'•��`�� sheetrock be applied directly to the bottom chord. eI`` ... Q> s •'�s`Sti �O N A j 1��,�• emit Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. , • Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 114531740 1609210 i T05 ROOF SPECIAL GIRDER 1 - _ 2 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 8.220 s Jun 14 2018 iTek Industries,Inc. Wed Jul 11 09:04:52 2018 Page 1 I D:o7oVPOORbQC9BoD6udD89DzOWDY-9gmoq?faL_bYvIpRdgh Gd_JGN IP637Yen I PIOPyzC69 5-3-0 10-2-8 13-7-0 1358 18-7-4 20-5-8 5-3-0 4-11-8 3-4-8 0-1-8 4-10-12 1-10-4 6x6 Scale=1:57.5 3 111M1 a.00 1z xa 17 a 4x5 2 I, 116 d 4x5 2x4 I 17x10= 7 1 8x12 = 8 7 Lmmlimimmillillilliki.... I-1 .i 15 3x6 N 13 12 11 10 9 8 2x4 I I 6x6 = 5x12 = 4x5= 6x8=3x4 I I 5-3-0 10-2-8 _ 18-7-4 12058 5-3-0 4-11-8 8-4-12 1-10-4 Plate Offsets(X Y)— [5.0-6-8 Edge),f7:0-3-8.EdgeJ, :0-2-0,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) -0.14 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(CT) -0.23 10-11 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.72 Horz(CT) 0.03 15 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Wind(LL) 0.08 10-11 >999 240 Weight:303 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4-10,7-9:2x4 SP No.1 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 13=1708/Mechanical,15=4290/0-3-8 Max Horz 13=408(LC 12) Max Uplift 13=-127(LC 12),15=-502(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-1767/184,2-16=-1601/200,2-17=-1766/215,3-17=-1610/240,5-6=-3856/432, 6-7=-3856/432,1-13=-1679/212 BOT CHORD 12-13=447/449,11-12=-520/1380,10-11=-860/6185,9-10=-915/6552,8-9=-83/639 WEBS 2-12=-503/68,3-11=-403/2994,5-11=-5659/548,3-5=-2728/517,5-9=-2911/535, 6-9=-3708/458,7-9=-612/5643,1-12=-84/1418,7-15=4412/517 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: 10111111/11. Top chords connected as follows:2x4-1 row at 0-9-0 oc. 01 i Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. ♦♦♦% _t‘PS A• ,t'4 i,,, Webs connected as follows:2x4-1 row at 0-9-0 oc. ♦ Q e,9 ej' 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 ♦♦A . \6 •..\., E N SF....fi, i• 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 thisoNoc. . e 39380 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. • * II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-2-8,Exterior(2) 10-2-8 to 13-5-4,Interior(1)13-7-0 to 20-0-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 — plate grip DOL=1.60 ' 5)Provide adequate drainage to prevent water ponding. O. STATE OF .:LU: 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�` 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide °ice,[ •Z P'�•" will fit between the bottom chord and any other members. i". 61 •..R •_\�♦♦♦ 8)Bearing capacity at joint(s)15 considerssurface. parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 'le 1 k9�O N A,,',%ON♦ 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 127 lb uplift at joint 13 and 502 lb uplift Thomas A.Alban)PE No.39380 at joint 15. MWTek USA,Inc.FL Cert 6634 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 6904 Parke East Blvd.Tampa FL 33610 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1836 lb down and 591 lb up at Date: 18-7-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. July 11,2018 r'Mtinitort rill nrann 9 i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE iiii• Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss (Truss Type Qty ;Ply 1609270 714531740 r 705 ROOF SPECIAL GIRDER 1 2 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 8.220 s Jun 14 2018 MiTek Industries,Inc. Wed Jul 11 09:04:52 2018 Page 2 ID:o7oVPOORbQC9BoD6udD89DzOWDY-9gmoq?faL_bYvIpRdgh Gd_JGN I P637Yen I PIOPyzC69 NOTES- 12) Special hanger(s)or other connection device(s)shall be provided starting at 13-6-12 from the left end to 16-7-4 sufficient to connect truss(es) (1 ply 2x4 SP)to front face of top chord. The design/selection of such special 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:1-3=-100,3-4=-100,5-6=-409,6-7=-224,8-13=-10 Concentrated Loads(Ib) Vert:5=-373 6=-1728 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev,10/03/2015 BEFORE USE. " Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the • fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply r T14531741 16092T0 r TOB Roof Special 2 1 Job Reference"optional) Building Component Supply, Jadcsonvllle,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:36:08 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOWDY-eKS1S8d_gG9cNSDD_2cN6v5gz3rHOMLucTmb7EyzSLb 530I 10-2-8 13-7-0 13-8-8 17-1-0 20-5-8 5-3-0 4-11-8 3-4-8 0-1-8 3-4-8 3-4-8 7x6 11 Scale=1:54.9 3 dk 2 11 8.00 12 17 `2 0185x8 `111:4 2x4 5x12 1 8x12 = 6_ , ' 1 7 �� 1111euaA�' 15 3x6 = ',la 4 N 13 12 11 10 9 8 2x4 II 8x8 = 5x12 = 4x5= 8x8 = 2x4 I I 5-3-0 10-2-8 17-1-0 20-5-8 5-3-0 4-11-8 6-10-8 3-4-8 Plate Offsets NY)- [1:0-2-12 0-2-01,[5:¢6-8 Edge],[7:0-5-8,0-3-0].[9:0-2-0,0-3-01[11.0-4-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) -0.16 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(CT) -0.25 10-11 >975 240 BCLL 0.0 * Rep Stress lncr NO WB 0.88 Horz(CT) 0.03 15 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.09 10-11 >999 240 Weight:151 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-11-13 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3`Except` BOT CHORD Rigid ceiling directly applied or 7-9-14 oc bracing. 5-11,7-9:2x4 SP No.1 WEBS T-Brace: 2x4 SP No.3-3-5 OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 13=1310/Mechanical,15=1479/0-3-8 Max Horz 13=475(LC 12) Max Uplift 13=-102(LC 12),15=-219(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1327/163,2-3=-1218/181,5-6=-2153/409,6-7=-2153/409,1-13=-1283/167 BOT CHORD 12-13=-486/488,11-12=-490/1011,10-11=-580/3660,9-10=-656/3740 WEBS 2-12=-347/51,2-11=-263/219,3-11=-284/1844,5-11=-3245/277,3-5=-1805/427, 5-9=-1837/287,6-9=-381/161,7-9=-438/2323,1-12=-38/1027,7-15=-1528/299 NOTES- 1)2)Wind:lASCE 7-10 Vult=roof live 730mph s have(3-seconden lgust)Vasd for =101 mph;TCDL=5.0psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ��-s design. �,A,,S'A. 4i l�� II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-2-8,Exterior(2) s4S 0,-.........qce �.i 10-2-8 to 13-5-4,Interior(1)13-7-0 to 20-0-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions �%• s), •\Ci E N s''••"14/1' shown;Lumber DOL=1.60 plate grip DOL=1.60 • • �' 3)Provide adequate drainage to prevent water ponding. No 39380 t. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • • 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. — 6)Refer to girder(s)for truss to truss connections. 7.- ' :CC- 7)Bearing at joint(s)15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify i •. STATE OF .' 1U capacity of bearing surface. i 4(1 Z 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) i�,'��• •4 O R `Q P.••\� ,� 13=102,15=219. ,�I`SS•••.•••••• \�sS 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 1 s . 10) Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. �" 'SNA;',`�� LOAD CASE(S) Standard Thomas A.Albanl PE No.39380 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 MITek USA,Inc.FL Cert 6634 Uniform Loads(plf) 6904 Parke East Blvd.Tampa FL 33610 Vert:1-3=-100,3-4=-100,5-7=-100,8-13=-10 Date: July 11,2018 Cnntini rayl nn nano 9 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE hilt Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 114531741 16092T0 1 TO6 Roof Special 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:36:08 2018 Page 2 I D:o7oVPOORbQC9BoD6udD89DzO WDY-eKS1 SBd_gG9cNSDD_2cN8v5gz3rHOMLucTmb7EyzSLb LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:5=-618 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2013 BEFORE USE 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 property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing - MITek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITfP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 ,Job Truss Truss Type Qty Ply 114531742 16092T0 ' i T07 HALF HIP 5 1 Job Reference(optional)_ Building Component Supply,Jacksonville,Fl 32256 8.220 s Jun 14 2018 MiTek Industnes,Inc. Wed Jul 11 09:05:39 2018 Page 1 I D:o70VPOORbQC9BOD6udD89DzO WDY-Ht5Zh4D3GQ Wt1 XvTt21 H 1 u mOcER6aNzZb6Ik9AyzC5Q 2-10-0 2-11-8 5-5-7 7-11-6 10-5-5 12-11-3 15-5-2 17-11-1 20-8-8 2-10-0 0-1-8 2-5-15 2-5-15 2-5-15 2-5-15 2-5-15 2-5-15 2-9-7 Scale=1.38.6 8.00 12 2x4 2 ell 4x5 i 2x4 2x4 2x4 II 6x8 = 2x4 II 5x12 = 3 7x10 4 4x5 6 7 9 10 1 N min N V R' Nr. i 03x8 =q \ /,/ 19 w Y Y Y A_ Y / Y 18 I. 17 16 15 14 13 12 11 4x5 2x4 II 7x10 = 4x5 = 4x5 — 4x10 = 2x4 II I 5-5-7I 10-5-5 -----12-11-3 ____.>_.------------- 17-11-1. I 20-8-8 I 5-5-7 4-11-14 2-5-15 4-11-14 2-9-7 Plate Offsets(X,Y)— [3:0-3,4,Edge1,j8:0-3-8,0-3-0],[10:0-5-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL) -0.20 14-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(CT) -0.30 14-15 >814 240 BCLL 0.0 * Rep Stress Incr NO WB 0.73 Horz(CT) 0.05 19 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Wind(LL) 0.13 14-15 >999 240 Weight:118 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-3-14 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 17=1524/0-5-8,19=1157/0-3-8 Max Horz 17=194(LC 12) Max Uplift 17=-112(LC 8),19=-331(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-20=-2691/565,4-20=-2691/565,4-5=-2691/565,5-6=-3014/747,6-7=-3014/747, 7-8=-3014/747,8-9=-1357/379,9-10=-1357/379 BOT CHORD 16-17=-336/1697,15-16=-343/1756,14-15=-707/3053,13-14=-747/3014, 12-13=-635/2315 WEBS 3-15=-361/1178,4-15=-311/90,5-15=-490/262,7-13=-452/136,8-13=-220/923, 8-12=-1215/325,9-12=-295/119,10-12=-427/1539,3-17=-2130/185,10-19=-1195/342 NOTES- 1)Unbalanced roof live loads have been considered for this design. W� �� 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ``%�� f,�I/ II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 2-8-4,Interior(1)2-8-4 to 20-3-4 zone;end vertical ,k0_i S A. 4, �ej� left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 s• 0 01 ,j 3)Provide adequate drainage to prevent water ponding. ;`..•'�\C'E N S�••�i�� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide No 39380 will fit between the bottom chord and any other members. 6)Bearing at joint(s)19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify * capacity of bearing surface. — 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 112 lb uplift at joint 17 and 331 lb uplift ► at joint 19. .... •-r% STATS OF :'4, LOAD CASE(S) Standard �%'$• L p A O P'� �� 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Ly•••' Uniform Loads ert: (ph)100,3-10=-100,11-17=-10 ��'III O N A;C.V.s Concentrated Loads(Ib) Vert:20=-468 Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mak' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the • fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply , T14531743 16092T0 ' 108 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:36:10 2018 Page 1 I D:o7oVPOORbQC9BoD6udD89DzOWDY-ajanttfELtPKcmNc5TerBKAGhteQsRXB4nFiC7yzSLZ 7-2-8 14-5-0 7-2-8 7-2-8 Scale=1:23.7 5x6 - 2 6.00 I12 J 23 22 • 21 24 i 3 o 0 0 0 L o b ��--, m ry d J o a 3x4 % 3x4 i - 7-2-8 14-5-0 7-2-8 7-2-8 PlateOffsets LX,Y)-_L 0 0-8 Edge.],[3:0-2-8 Edge] — -- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.16 4-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.14 4-19 >999 180 BOLL 0.0 ` Rep Stress Incr YES WB 0.13 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:67 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=565/0-3-8,3=565/0-3-8 Max Horz 1=83(LC 11) Max Uplift 1=-349(LC 12),3=-349(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-819/967,2-3=-819/967 BOT CHORD 1-4=-766/685,3-4=-766/685 WEBS 2-4=-506/332 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=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 7-2-8,Exterior(2)7-2-8 to 10-2-8,Interior(1)10-2-8 to 14-3-4 zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions ��,11II.I f Ii,,�� shown;Lumber DOL=1.60 plate grip DOL=1.60 `�� -A p,S A. q I,, 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry •N O�• �e ,i� Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. ��A`• •••\C E N s -74, . 4)All plates are 2x4 MT20 unless otherwise indicated. �' 5)Gable studs spaced at 1-4-0 oc. No 39380 1. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i * 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ="O ' : 1=349,3=349. T..53•. STATE OF 111-/ 9)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 O •. 44/ sheetrock be applied directly to the bottom chord. i*,'��•4� O A 1 0‘'..•• \�-�,�� ,'�'SSI NALE?� •�• 1111111 Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. lilt 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 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 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531744 16092T0 T09 Common 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:36:11 2018 Page 1 I D:o7oVPOO RbQC9BoD6udD89DzO WDY-2v794Cfs6BXBEwyofB94kYjJkG?jbvvLJR_F kZyzSLY 6-3-0 13-5-8 6-3-0 7-2-8 5x6 Scale=1:26.6 2 6.00 12 10 9 11 N 4x5 1 3 Q 0 4 5 2x4 5x6 3x8 6-3-0 13-5-8 6-3-0 7-2-8 Plate Offsets_(Y)— 13:0-0-1,6-0-31[3:0-0-3,0-5-0J_L3:0-3-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.19 4-8 >827 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.17 4-8 >953 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) -0.02 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:50 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Right:2x4 SP No.3 REACTIONS. (lb/size) 5=533/0-5-8,3=533/0-3-8 Max Horz 5=-79(LC 10) Max Uplift 5=-330(LC 12),3=-328(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-656/780,2-3=-649/755,1-5=-454/501 BOT CHORD 4-5=-568/506,3-4=-568/506 WEBS 2-4=-398/263 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=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-3-0,Exterior(2)6-3-0 011111.11/.111' to 9-3-0,Interior(1)9-3-0 to 13-5-8 zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown; ,�O-A PS A. A i,., Lumber DOL=1.60 plate grip DOL=1.60 •‘ e • \ • 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •%A ' • Ci E• S' N •q2 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 • •'• •'• �i • will fit between the bottom chord and any other members. No 39380 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 5=330,3=328. 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 sheetrock be applied directly to the bottom chord. ' STATE OF O • •<v %,;�••cc O R `QPG��`, •��SS • • 1O N A`1�`.s „11111 Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 -- AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531745 16092TO r T10 Common 1 1 Job Reference (optional)_. Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:36:12 2018 Page 1 I D:o7oVPOORbQ C9BoD6udD89DzO WDY-W5hXHYgUtUf2r4X_DugJGIFUigM KKMBUX5kpG?yzSLX 6-3-0 13-4-0 6-3-0 7-1-0 5x6 Scale=1:26.5 2 6.00,12 .. 12 11 13 'F V 4x5 4x5 1 3 4 4 R 5 6 2x4 5x6 3x5 6-3-0 13-4-0 6-3-0 7-1-0 Plate Offsets L Y)-_- j4 0-2-0,0-3-51 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 0.86 Vert(LL) 0.17 5-9 >916 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.15 5-9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.12 Horz(CT) -0.02 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:51 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 1-6-0 REACTIONS. (Ib/size) 4=528/0-5-8,6=528/0-5-8 Max Horz 6=-78(LC 10) Max Uplift 4=-325(LC 12),6=-326(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-644/767,2-4=-621/744,1-6=-449/495 BOT CHORD 5-6=-559/496,4-5=-559/496 WEBS 2-5=-392/259 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=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-3-0,Exterior(2)6-3-0 to 9-3-0, Lumber DOL=1f 60 plate g(1)9-3-0 rip DOL 13-4-0 zone;1 60 porch left and right exposed;C-C for members and forces&MWFRS for reactions shown; ,,� S A� ' 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •%, ` • ........... 10 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 ` •Z .•. •\CEN S'.•,74, will fit between the bottom chord and any other members. i • 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) : Job Truss Truss Type Qty Ply T14531746 16092T0 ' T11 GABLE 1 1 --- -- Job Reference(optional Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:36:15 2018 Page 1 I D:o7oVPOORbQC9BoD6udD89DzOWDY-wgNgwaiNAP 1 diXFZu0E0uOtBLuRJXj?wE3yTtKyzSLU 13-0-12 17-5-8 23-5-8 13-0-12 4-4-12 6-0-0 Scale=1:60.0 5x6 10 F.M 11 12 9 8.00112 408-' 41 7 1314 • g 15 5 LI 42 4 17 'a 3 18 39Ili . 9 2 op 1 .'I/. twl tlilt N v �� 9 d 3x4 38 37 36 35 34 33 32 31 14310 . 28 27 ''� 4 • 0 Cr, 6x6 = 17-5-8 25 24 213_542 21 20 17-5-8 6-0-0 Plate Offsets(X,Y)_- A10:0-3-0,0-2-11 -__ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 20 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:219 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1*Except* except end verticals. 14-25:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 10-30 OTHERS 2x4 SP No.3 REACTIONS. All bearings 23-5-8. (Ib)- Max Horz 1=-220(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,30,31,32,33,34,35,36,37,38,29,28,27,24,23,22, 21,26 Max Gray All reactions 250 lb or less at joint(s)1,25,20,31,32,33,34,35,36,37,38,29,28,27,24, 23,22,21,26 except 30=260(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-258/262,8-9=-280/295,9-10=-301/316,10-11=-300/315,11-12=-280/295 WEBS 10-30=-257/210 NOTES- 1)Unbalanced roof live loads have been considered for this design. 0111111111/11// ASCE 0; =25ft;B=45ft;L=24ft; 2)II;Exp C;End.,IGC i 1t=130mph(3-second 0.18;MWFRS(directional)and Ct) -C1mph;Extenor 2)0-2-0 to 3-2-0,Interior(1)rir( h3-2-0 to 13-0-12,Exterriave=4ft;Cat.iior 2 13-0-12 ♦♦,`, PS A. A t to 16-0-12,Interior(1)16-0-12 to 23-3-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate 1: si`••••\C E Ns. 9/f' i/ ce' grip DOL=1.60 i • 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry •• No 39380 Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. ; 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. % '. STATE OF Lu 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 i '. ''IL will fit between the bottom chord and any other members. ��04 < �� O P.'•\�� 9)Bearing at joint(s)26 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify <(\..••••..R,••'_\� %- capacity of bearing surface. ••j S/ ` ♦♦ 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,30,31,32,33, �i/i.•.N' 1"�� 34,35,36,37,38,29,28,27,24,23,22,21,26. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1,30,31,32,33,34,35,36,37,38,29,28, Thomas A.Albans PE No.39380 27. MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 r.a. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. �' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MMak- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply i 114531747 16092T0 1 T12 Roof Speaal 2 1 Job Reference(optionall Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:36:17 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOWDY-t3VQLGkdilHLyrPy?RGUzpzoshyU?TADhNRayDyzSLS 6-8-2 13-0-12 17-5-8 23-5-8 6-8-2 6-4-10 4-4-12 6-0-0 5x6 Scale=1:68.0 3 ��, 8.00 12 15 16 4x5 4x5 4 2 q 17 I v rn 4x5 c 5 14 1 • n illi o B 10 9 0 6x6 = 4x10 1 iN r 3x6 _- 5x10 MT2OHS - 7 6 5x6= 2x4 6-8-2 13-0-12 17-5-8 23-5-8 6-8-2 6-4-10 4-4-12 6-0-0 Plate Offsets(X,Y)— [1:0-2-8,0-0-1),[1_0-2-2,0-3-7),[4:0-2-0,0-2-01,[5;0-2-4,0-2-0),t7:Edge,02-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.16 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.31 8-9 >889 180 MT2OHS 187/143 BCLL 0.0 " Rep Stress lncr YES WB 0.71 Horz(CT) 0.40 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:147 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1*Except* BOT CHORD Rigid ceiling directly applied. 4-7:2x4 SP SS WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 6=933/0-5-8,1=933/0-5-8 Max Horz 1=-221(LC 10) Max Uplift 6=-249(LC 12),1=-241(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1283/385,2-3=-916/363,3-4=-927/384,4-5=-759/272,5-6=-949/328 BOT CHORD 1-10=-281/1032,9-10=-281/1032,8-9=-147/638,7-8=-270/103,4-8=-327/143 WEBS 2-9=-594/263,3-9=-223/682,5-7=-147/657 NOTES- 1)Unbalanced roof live loads have been considered for this design. h(3-second gust) mph; 4ft;eave=4ft;Cat. 2)II;Exp C;End.,GCpi=0.18;nd:ASCE 7-10; MpWFRS(directional)and C-C1Extenor(2))0-0-0 to 3-0-0,Interior(1)ripsf;h3-0-0 to 13-0-12,2Exterio(2)13-0-12 i01 is S'A. A ,tI, to 16-0-12,Interior(1)16-0-12 to 23-3-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate �%. O�.............. ••••••.q.e '1i� grip DOL=1.60 �N,� •••%GENS• ./4 0i 3)All plates are MT20 plates unless otherwise indicated. �' 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 39380 1 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 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) 6=249,1=241. . 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 i STATE OF : �: sheetrock be applied directly to the bottom chord. i Thomas A Alban'PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 8(11-7473 rev.10/03/2015 BEFORE USE mil Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531748 16092T0 T13 .Roof Special 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:36:18 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOWDY-LF2pYGFTKPCa?_8Z9njWOVcd5GukwoNwlB7UfyzSLR 2-5-8 6-8-2 13-0-12 15-1-8 23-5-8 2-5-8 4-2-10 6-4-10 2-0-12 8-4-0 5x6 Scale=1:68.4 4 8.00 12 21 22 4x5 4x5 5 3 Y 23 v v ° 4x5 I . 7 4x6 6 20 2 - 1 L. 12 7 ..±. 3x8 11 10 3x8 -FT',. q w 13 4x5 - 4x10 = 2x4 4 N 2x4 N N 3x6 2x4 - - — -_ 2x4 =--- 8 7 4x6 -- 2x4 2-5-8 6-8-2 13-0-12 15-1-8 17-5-8 23-5-8 2-5-8 4-2-10 6-4-10 2-0-12 2-4-0 6-0-0 Plate Offsets(X,Y)-.__11:072A0:0-5j,[1:,0-22,0-3-7],- [2:0-1-8,0-2:_(1115:0-1-8,0-2-0],[6:0-2-4,0-2-0],[8:0-2-8,0-2-0],[9:0-4-0,0-2-8L[12:0-3-4,0-1-8] - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.14 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.28 9-10 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.75 Horz(CT) 0.39 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:164 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1*Except* BOT CHORD Rigid ceiling directly applied. 2-13:2x6 SP No.2,14-15:2x4 SP No.3,5-8:2x6 SP No.1 WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 7=933/0-5-8,1=933/0-5-8 Max Horz 1=-221(LC 10) Max Uplift 7=-249(LC 12),1=-241(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1299/395,2-3=-1432/445,3-4=-959/366,4-5=-976/388,5-6=-742/267, 6-7=-932/322 BOT CHORD 1-13=-341/1051,11-12=-552/1721,10-11=-317/1189,9-10=-171/747,8-9=-281/106, 5-9=-301/140 WEBS 3-11=-5/329,2-11=-584/248,3-10=-692/283,4-10=-217/723,6-8=-143/636 NOTES- 111111111,,1 1)Unbalanced roof live loads have been considered for this design. �%�-^p,S A. A,11,x' 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. �� e /_ II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 13-0-12,Exterior(2)13-0-12 ��`r•,•••\Ci▪ E N S' 44 �j to 16-0-12,Interior(1)16-0-12 to 23-3-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate • • �' • grip DOL=1.60 No 39380 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • • • 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. — • 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 'fl ' ' 7=249,1=241. 1:13,.• STATE OF : u 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 *• .•. 4/Z sheetrock be applied directly to the bottom chord. i�,T •'•• V e. ..•. ;.' ,�� • '•60O N A`1c,• t• ,111111 Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. vot Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSt/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531749 16092T0 I T14 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:36:20 2018 Page 1 I D:o7oVP0ORbQC9BoD6udD89DzO WDY-HeAZzH m W?ygvpl8XhapBbRb_Cv4CCoUfN LgEYXyzSLP 4-0-0 8-4-10 12-9-4 17-11-9 23-0-3 28-2-8 4-0-0 4-4-10 4-4-10 5-2-5 5-0-9 5-2-5 Scale:1/4"=1' 4.00 12 NAILED NAILED NAILED NAILED 7x10 = 2x4 5x12 = 6x6 = 4x5 == 4x5 = NAILED NAILED NAILED NAILED NAILED NAILED NAILED 3 19 4 20 21 5 22 23 24 6 25 26 7 27 28 29 8 4x5-;-= It I: rr ui9 uu u U uu n uu 2 y IM El 1 'a - � .• �� nB nn nn� nn �� ® nn nn nn nn $ K 14 30 13 31 32 12 33 34 11 35 36 10 37 38 9 3x6 II 2x4 H NAILED 4x10 NAILED 6x6 NAILED NAILED 5x12 NAILED 4x5 NAILED 2x4 II NAILED NAILED NAILED NAILED NAILED 4-0-0 8-4-10 12-9-4 17-11-9 23-0-3 28-2-8 4-0-0 4-4-10 4-4-10 5-2-5 5-0-9 5-2-5 Plate Offsets(X,Y)- [1:0-2-8,0-1-91,[3:0-6-4_Edge],[5:0-3-12,0-2-81,111:0-4-12,0-2-01_ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.07 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.15 10-11 >999 180 BCLL 0.0 ' Rep Stress Ina- NO WB 0.87 Horz(CT) 0.01 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight 134 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-8-14 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=549/0-5-8,9=726/0-2-8,12=2015/0-3-8 Max Horz 1=55(LC 25) Max Uplift 1=-158(LC 8),9=-212(LC 5),12=-506(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1014/317,3-4=-535/211,4-5=-535/211,5-6=-1047/297,6-7=-1047/297, 7-8=-1483/421,8-9=-648/237 BOT CHORD 1-14=-311/931,13-14=-308/945,12-13=-1120/299,11-12=-1120/299,10-11=-421/1483 WEBS 3-13=-440/148,4-13=-352/218,5-13=-515/1767,5-12=-1789/567,5-11=-627/2276, 6-11=-398/236,7-11=463/131,7-10=-286/218,8-10=-421/1481 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)(Wind: C;ASCE 7-10; uIt 18;MWFRS(directional);ust))Vasd=10 DOL;TC Llate psf;BCDL1 6opsf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat. ♦,`10111111 iii,i_ ' P P- P grip ♦♦" it„s A. A i,�� 3)Provide adequate drainage to prevent water ponding. �♦ B 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. :��,``z`,•�\Ci•E N S .74. ij' 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 • i will fit between the bottom chord and any other members. No 39380 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=158,9=212,12=506. .. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 'O + 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)147 lb down and 196 lb up at i 521 •. STATE OF : �: 4-0-0 on top chord,and 86 lb down and 34 lb up at 4-2-2 on bottom chord. The design/selection of such connection device(s)is the i •. .�4 responsibility of others. ��'4 'e•. Q P.' 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). -0``s•••........• ♦♦♦ LOAD CASE(S) Standard ��,litN A;�E t♦�♦ 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Thomas A.Albans PE No.39380 Vert 1-3=-60,3-8=-60,9-15=-20 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 Cnntini cad nn rani rr• A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE 111111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITIPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type - Oty Ply • T14531749 1609210 T14 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:36:20 2018 Page 2 I D:o7oVP00RbQC9BoD6udD89DzOWDY-HeAZzHmW?ygvpI8XhapBbRb_Cv4CCoUfNLgEYXyzSLP LOAD CASE(S) Standard Concentrated Loads(Ib) Vert 3=107(B)14=86(B)13=34(B)4=44(B)6=44(B)11=34(B)19=-44(B)20=-44(B)21=-44(B)22=-44(B)24=-44(B)25=-44(B)26=-44(B)27=-44(B)29=-44(B) 30=44(B)31=34(B)32=34(B)33=-34(B)34=-34(B)35=-34(B)36=-34(B)37=-34(B)38=-34(B) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabncation,storage,delivery,erection and bracing of trusses and truss systems,see ANSI11PI1 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 381310 Job Truss Truss Type Qty Ply , T14531750 16092T0 T15 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:36:22 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOWDY-D 1 IJOzomXZwd2clvo_sfgsglUilbgpayrf9LdQyzSLN 6-0-0 10-4-10 14-9-4 21-5-14 28-2-8 6-0-0 4-4-10 4-4-10 6-8-10 6-8-10 Scale:1/4"=1' 4.00 12 6x6 4x5 6x6 4x5 = 4x5 = 3 4 18 5 19 6 20 7 4x5 17 j' 0 16 2 \ CV 1 3x6 4x5 6x6 - 4x10 = 2x4 II 6-0-0 14-9-4 21-5-14 28-2-8 6-0-0 8-9-4 6-8-10 6-8-10 Plate Offsetsl)Y)— (1:0-2-8,0-1-9j,18:0-2-0,0-0-81 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 0.46 Vert(LL) -0.09 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.17 10-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.44 Horz(CT) 0.01 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:133 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=497/0-5-8,8=442/0-2-8,10=1307/0-3-8 Max Horz 1=82(LC 12) Max Uplift 1=-129(LC 12),8=-183(LC 9),10=-338(LC 12) Max Gray 1=497(LC 1),8=442(LC 1),10=1307(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-806/299,3-4=-721/319,4-5=-122/433,5-6=-615/281,6-7=-615/281,7-8=-374/209 BOT CHORD 1-11=-326/724,10-11=-223/356,9-10=-390/103 WEBS 4-11=-119/429,4-10=-888/396,5-10=-707/318,5-9=-380/1058,6-9=-425/293, 7-9=-273/578 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)II;Exp C;Encl.,CE 10;GCpi 10.180 MWFRS(directional)and C-Cmph(3-second gust) 1mph;Extenor 2D0-0 0 of3 0-0 Interior(1)0h3 ao to 6-0-0,Exterioe2ve=4ft;6-0 O to at. ,,,11�S 1 1 1.Il'it e. 10-4-10,Interior(1)10-4-10 to 28-0-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate •% CPs. ..e -le grip DOL=1.60 ,`sNAs`�• •\CENS'.'j,,• 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. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. • 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) r. 1=129,8=183,10=338. 1:13,,.•. 9'. STATE OF : L4 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 i ' . 4/ sheetrock be applied directly to the bottom chord. •:,T.•.�� Q P.'* Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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,see ANSIl1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531751 16092T0 T16 Half Hip 1 1 JobReference(optional)- Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:36:23 2018 Page 1 I D:o7oV POORbQC9BoD6udD89DzO WDY-h DsibJpOHt2Ug mt6MiNu D4DUN65rP Is631 uu9syzSLM 8-0-0 _ 14-9-4 21-5-14 28-2-8 8-0-0 6-9-4 6-8-10 6-8-10 Scale.1/4".1' 8x8 11 4 00 i14 4x10 6x6 4x5 3 17 18 5 19 6 ,. o i �. 4x5 ---:- 2 15 18 • \ ..--<.-----' 2 \ UN Mil 1 —11 10 9 8 7 3x6 4x5 = 6x6 = 4x10 2x4 8-0-0 14-9-4 21-5-14 28-2-8 8-0-0 6-9-4 6-8-10 6-8-10 Plate Offsets-(X,Y)— _a:0-2-8,0-1-91 - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.08 10-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.16 10-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:134 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=572/0-5-8,7=511/0-2-8,9=1161/0-3-8 Max Horz 1=110(LC 12) Max Uplift 1=-149(LC 12),7=-198(LC 9),9=-297(LC 9) Max Gray 1=572(LC 1),7=511(LC 1),9=1162(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-864/327,3-4=-758/357,4-5=-634/250,5-6=-634/250,6-7=-447/224 BOT CHORD 1-10=-366/766 WEBS 4-10=-316/819,4-9=-1035/440,4-8=-261/742,5-8=-416/291,6-8=-256/642 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat. I i=0.18; and C-C 0 to 0, 11;Exp C;2 2-i 5,Interilor(G)12-2-15 to 28-0-12 zlone;C-C)for members andrforces&MWFRS for reactions show nLmbertDOL21 60 plate ��``��P,S1 A�iqf• •ii grip DOL=1.60 �� , �e �j 3)Provide adequate drainage to prevent water ponding. ;,<`e •..\C E N s'• 4 �'• 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 39380 t. will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. — 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) •• 1=149,7=198,9=297. --0 • � 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 i . STATE OF S sheetrock be applied directly to the bottom chord. i 0' Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 5111-7473 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 II' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design. Bracing indicated is to prevent 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 fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSIRPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531752 16092T0 T17 Flat 1 1 Job Reference_optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:36:24 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzO WDY-APQ4pfp02AAL IwRIwPu71HId3 WSm8IiF IyeRhJy2SLL -0-6-8 6-9-8 13-7-0 0-6-8 6-9-8 6-9-8 Scale=126.5 2x4 4x5 -- 4x5 1 2 8 9 3 10 11 4 9 9 6 7 4x10 2x4 2x4 6-9-8 13-7-0 6-9-8 6-9-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.04 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.08 5-6 >999 180 BCLL 0.0 * Rep Stress Inc: YES WB 0.28 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight 78 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=574/0-3-8,5=531/0-2-8 Max Uplift 7=-267(LC 8),5=-223(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-511/292,2-3=-567/238,3-4=-567/238,4-5=-468/247 WEBS 2-6=-253/603,3-6=-449/331,4-6=-255/607 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-0-6-8 to 2-5-8,Interior(1)2-5-8 to 13-5-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to late at )5. 6)Provide mechanical connection(by others)of truss to bearingg pof withstanding100 lb uplift at'oint s except 't—Ib � 10111111/.11. ,'S A ,,,,"1 7=267,5=223. platecapableP joint(s) P (jt=lb)) ``�o' .... A.,........... 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 ,``Z`••..*\GEN$�•,9/�j/� sheetrock be applied directly to the bottom chord. • • No 39380 •• STATE OF LLI O••• •<v 4. Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 1111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531753 16092T0 ' T18 Flat 1 1 Job Reference(optionall Building Component Supply, Jacksonville,FL-32258, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:36:24 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzO WDY-APQ4pfp02AALIwR IwPu71HIeXWSh81oF IyeRhJyzSLL 15-6-51 6-9-8 13-7-0 0-6-8 6-9-8 6-9-8 2x4 I I 4x5 - Scale=1:28.1 1 24x5 8 9 3 10 11 4 • MOM � I 6 7 4x10 = 5 2x4 2x4 6-9-8 13-7-0 6-9-8 6-9-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.04 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.08 5-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.27 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:82 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=574/0-3-8,5=531/0-2-8 Max Uplift 7=-267(LC 8),5=-223(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-512/292,2-3=-483/202,3-4=-483/202,4-5=-469/247 WEBS 2-6=-227/541,3-6=-453/334,4-6=-228/543 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-0-6-8 to 2-5-8,Interior(1)2-5-8 to 13-5-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5 ide mechanical connection of truss to late at )5. 6)Provide mechanical connection(by( y )of truss to g plate capable of withstanding100 lb uplift at joint(s)except t-Ib � •Ds A. 1q e others) bearingP P P P G- ) ,� •PS ,q 7=267,5=223. N• � 'e 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'•\Ci E N s•• ••14 2'i • sheetrock be applied directly to the bottom chord. \' � �. No 39380 -D�, ��= 0 , STATE OF . : 0; A\ `• O R P\ �,�� Thomas A Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE 11111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7Pl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty ,Ply T14531754 16092T0 i T19 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:36:26 2018 Page 1 ID:o7oVPOORbQC9BoD6ud089DzOWDY-6oXgDLrGaoQ3XDbh 1 gwbgiqs8J?BcUFYIG7YmByzSU 4-0-0 9-4-6 14-6-15 19-9-9 25-1-15 27-11-0 I 4-0-0 5-4-6 5-2-10 5-2-10 5-4-6 2-9-2 Scale=1:48.7 8.00 12 2x4 •8 7x10 % NAILED NAILED 7x10 .i>"NAILED • 6.00 12 4x5 4x5 6x6 30�„ 3 NAILED NAILED 4 NAILED NAILED 5 NAILED NAILED 8 NAILED NAILED 7 'i a 4x5 Illi. . 19 20 22 23 24 25 26 Irr 7 28 '.Ctid,, 2 7ii. 1 -\\,,,,,,,,:\,‘, N n. �. MS �� I "1....M.111 ;� � • ''II i" NM - ,n ��9 Ih�lil 1 . 7 leii CA 14 31 32 13 33 34 12 35 36 11 37 38 39 10 40 *e 9 2x4 NAILED NAILEDNAILED-- x8 = NAILED 7x14 MT2OHS - NAILED 4x10 -- NAILED 2X4 ;I 5 6x8 NAILED NAILED NAILED NAILED NAILED NAILED 4-0-0 9-4-6 14-6-15 19-9-9 25-1-15 27-11-0 4-0-0 _-- 5-4-6 _ -- _ -- 5-2-10 __. 5-2-10 -__-- 5-4-6 Plate Offsets()(,Y)— [3:0-4-0,0-2-0L[7:0-7-0,EdgeJ,[9_0-3-0,0-2-12j,[11_0-2-120-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.34 12 >993 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.52 11-12 >642 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Inc( NO WB 0.91 Horz(CT) 0.10 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:150 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1*Except* BOT CHORD Rigid ceiling directly applied or 4-8-1 oc bracing. 1-12:2x4 SP SS WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=1615/0-5-8,9=1625/0-5-8 Max Horz 1=153(LC 8) Max Uplift 1=-615(LC 8),9=-686(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2587/1028,3-44-4095/1644,4-5=-4486/1770,5-6=-3719/1492,6-7=-3719/1492 BOT CHORD 1-14=-989/2212,13-14=-986/2214,12-13=-1714/4095,11-12=-1845/4487, 10-11=-640/1560,9-10=-641/1552 WEBS 3-13=-844/2090,4-13=-690/373,4-12=-188/440,5-11=-858/370,6-11=-468/318, 7-11=-1001/2398,7-10=0/256,7-9=-2183/900 NOTES- 1) Wind:ASCE I Exp C;Encl.,10;GCpi 10.180 MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1 SGOOpsf;h=25ft;B=45ft;L=28ft;eave=oft;Cat. ,,��-�-�t^��PS A. q''l111 2)Provide adequate drainage to prevent water ponding. %• .r` <e 'i 3)All plates are MT20 plates unless otherwise indicated. `$••2•..••\G E N S•..4/4/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 20.0psf 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. • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) - 1=615,9=686. • 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 10 • CC 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)160 lb down and 211 lb up at i 53 '• STATE OF 41 Z. 4-0-0 on top chord,and 78 lb down and 56 lb up at 4-2-2 on bottom chord. The design/selection of such connection device(s)is the i ��• responsibility of others. i�'T �� ii.-.. •�� 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 'I, ••.,0 RG``� LOAD CASE(S) Standard ��it`"/O N A�,.• s%• 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Thomas A.Alban)PE No.39380 Vert:1-3=-60,3-7=-60,7-8=-60,9-15=-20 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 r nntiruuad an nano 9 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mt' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type - - Qty Ply • T14531754 16092T0 r 119 Roof Special Girder 1 1 Job Reference]ptional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:36:26 2018 Page 2 I D:o7oVPOORbOC9BoD6udD89DzOWDY-6oXgDLrGaoQ3XDbh 1 gwbgigs8J?BcU FYIG7YmByzSLJ LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-100(F)12=33(F)14=-78(F)19=-44(F)20=-44(F)21=-44(F)22=-44(F)23=-44(F)25=-44(F)26=-44(F)27=-44(F)28=-44(F)29=-49(F)30=-50(F)31=-33(F) 32=-33(F)33=33(F)34=33(F)35=33(F)36=33(F)37=33(F)38=33(F)39=-23(F)40=22(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE ANI-7473 rw.10'01/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Pty , T14531755 16092T0 T20 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:36:28 2018 Page 1 I D:o7oVPOO RbQC9BoD6udD89DzO WDY-2Afbe0sX6Pgn mX139Fz3w7wBw7IV4QfrDacfg4yzSLH 6-0-0 13-2-8 20-5-0 26-7-15 27-11-0 6-0-0 7-2-8 7-2-8 6-2-15 131 Scale=1:49.3 4x5 8.00 12 2x4 7x10 4x5 2x4 6x6 8 6.00 12 3 4 5 �AY / � 19 20 -� 21 - 22 6 _ ..9 4x5 18 2 17 ,- o 1 „ m d �� l 12 11 10 9 4x10 II 2x4 7x10 4x5 3x4 6-0-0 13-2-8 20-5-0 27-11-0 6-0-0 7-2-8 - 7-2-8 7-6-0 Plate Offsets(X,Y)- [1:0-3-8,Edge),[3:0-4-4A-.2-01,[6:0-0-14,0-0-41,[7:0-2-12,0-2-01 _-_ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.13 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.29 11-12 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.79 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:145 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=1111/0-5-8,9=1111/0-5-8 Max Horz 1=153(LC 12) Max Uplift 1=-278(LC 12),9=-338(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1738/588,3-4=-2238/772,4-5=-2238/772,5-6=-1752/563,6-7=-1870/653, 7-9=-1036/397 BOT CHORD 1-12=-614/1473,11-12=-611/1476,10-11=-607/1779 WEBS 3-11=-250/852,4-11=-457/271,5-11=-218/515,5-10=-677/360,7-10=-629/1861 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-0-0,Exterior(2)6-0-0 to 10-2-15, 1 60 r(1)10-2-15 to 27-9-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ��,01111111/111 `111 AIig,,i�ii g 2)Provide adequate drainage to prevent water ponding. %• rs. 4e 'j 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��,``Z .•.\C•E N S'•• '9i, 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 • \' �•••• •i • will fit between the bottom chord and any other members. N O 39380 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=278,9=338. • 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 sheetrock be applied directly to the bottom chord. ::"0 • - 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. O:• STATE Lo:00%:�� -,T�. • . 0 R ,Q -r,.\ • iiiiiniin Thomas A.Albans PE No.39380 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPt1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531756 16092T0 T21 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:36:29 2018 Page 1 I D:o7oVPOORbQC9BoD6udD89DzO WDY-WN DzsMt9tjaeOhKGizUISLSSMX5npwM_SELCN WyzSLG 8-0-0 14-8-4 21-2-12 27-11-0 8-0-0 6-8-4 6-6-8 6-8-4 Scale 1/4"=1' 7x10 2x4 6x6 4x5 3 17 4 18 5 19 6 6.00 12 ---- - ----- 16 4x5 15 0 2 4 1 a 10 9 8 4x10 2x4 7x10 - 4x5 3x5 8-0-0 14-8-4 21-2-12 27-11-0 8-0-0 6-8-4 6-6-8 6-8-4 Plate Offsets(X,Y)— [1:0-3-8,Edge],[3:0-4,-8, 2-,0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.10 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.20 9-10 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.63 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:148 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=1111/0-5-8,7=1111/0-5.8 Max Horz 1=165(LC 12) Max Uplift 1=-276(LC 12),7=-360(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1690/568,3-4=-1732/628,4-5=-1732/628,5-6=-1266/446,6-7=-1048/427 BOT CHORD 1-10=-590/1415,9-10=-588/1419,8-9=-458/1289 WEBS 3-10=0/270,3-9=-150/501,4-9=-422/237,5-9=-216/545,5-8=-734/379,6-8=-531/1509 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=45ft;L=28ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-0-0,Exterior(2)8-0-0 to 12-grip 2-15, 1 60 r(1)12-2-15 to 27-9-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ```S PS A!,A ��,, 3)Provide adequate drainage to prevent water ponding. *‘ B 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��,r\`rO G E N S' �/lj�� 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 �' •�'• iwill fit between the bottom chord and any other members. NO 3938:;/ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) • 0 1=276,7=360. 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. O',�• STATE OF /4../ '�U✓ 1. • 0�'�SS��NALE �‘• Thomas A Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mil-7473 rev.1W03/2015 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 MIN** is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/Wit Duality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss •Truss Type Qty Ply T14531757 16092T0 T22 Half Hip 1 1 Job Reference(g onal) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:36:30 2018 Page 1 ID:o7oVPOORbQC98oD6udD89DzOWDY-_ZnL3iune0wVOrvSGg?X?Y?bxxPHYNB8gu5mvyyzSLF 7-6-0 _ 10-0-0 15-10-8 21-9-0 27-11-0 7-6-0 2-6-0 5-10-8 5-10-8 6-2-0 Scale:1/4"=1' 7x10 2x4 6x6 - 4x5 = 4 18 19 20 5 6 21 7 6.00 12 2x4 _--_---- 3 17 o L 4x5 16 2 1 11 10 9 8, 4x5 - 7x10 - 4x5 3x5 4x10 10-0-0 15-10-8 21-9-0 27-11-0 10-0-0 5-10-8 5-10-8 _-_- 6-2-0 Plate Offsets(X,Y)— [1:0-3-8,E ge],[4:0-4-8,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.15 11-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.30 11-14 >999 180 BCLL 0.0 * Rep Stress Inc: YES WB 0.60 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:161 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=1111/0-5-8,8=1111/0-5-8 Max Horz 1=206(LC 12) Max Uplift 1=-269(LC 12),8=-362(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1678/571,3-4=-1485/560,4-5=-1386/528,5-6=-1386/528,6-7=-976/354, 7-8=-1054/435 BOT CHORD 1-11=-646/1411,10-11=-527/1303,9-10=-364/996 WEBS 4-11=-108/392,5-10=-358/226,6-10=-229/545,6-9=-763/393,7-9=-473/1306 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=45ft;L=28ft;eave=4ft;Cat. I i=0.18;MWFRS ional) nd C-C Exterior(2)0-0-0 o 0 to 10-0-0, 2) 114-2 P5,Interior(1)114-2-15 to 27 9-4 zone;C-C for members and forces&M1WF SO for reactionsl) shown;Lumber DOL=1(601pla e0 to ,,,,S\t S A.iii •/, grip DOL=1.60 ,`S 00.• A'e I• III 3)Provide adequate drainage to prevent water ponding. �,``�••V E N s • . //4:1'# 1) 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. • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) • 1=269,8=362. — • 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. O'.'. STATE OF :11/ °0 F. .4 0 A 1 O P.:\�.��• ii „IItfi Thomas A.Alban)PE No.39380 MITek USA,Inc.ft Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual budding component,not ��• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 114531758 16092T0 T23 HALF HIP GIRDER 1 A YJob Reference(opbonal) Building Component Supply,Jacksonville,Fl 32256 8.220 s Jun 14 2018 MiTek Industries,Inc. Wed Jul 11 09:16.38 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOWDY-UfQh?PCQ4uYNboo7_xLgEsYwPuNNUOjZ77Q6oUyzBx7 4-0-3 7-8-1311-5-8 15-7-12 19-8-4 23-8-12 27-11-0 4-0-3 3-8-11 3-8-11 4-2-4 4-0-8 4-0-8 4-2-4 Scale=1:49.3 8x14 M18SHS 4x5 2x4 7x6 7x6 4 1s 520 6 7 21 8 6.00 12 4x5 ,a' 3 // I 4x5 j' , I / 2 / 1 A \ I ////,' , a I e----- III!IMIIIIMi1111 --• 2215 23 14 24 1325 26 12 27 28 11 29 30 10 31 9 8x12 3x8 THDH48 8x10 = THDH48 8x10 = THDH48 10x12 THDH48 10x12 THDH48 12x12 _' 3x12 M18SHS THDH48 THDH48 THDH48 THDH48 THDH48 THDH48 THDH48 THDH48 4-0-3 I 7-8-13 I 11-5-8 I 15-7-12 19-8-4 23-8-12 27-11-0 4-0-3 3$11 3-8-11 4-2-4 4-0-8 4-0-8 4-2-4 Plate Offsets(X,Y)- [1:0-4-15,0-5-13],[1:0-10-1,0-2-11],[1:0-2-11,0-1-6],[3:0-1-8,0-2-0],[4:0-6-3,Edge],[8:0-2-4,0-2-4],[9:Edge,0-3-8],[10:0-3-8,0-6-0],[11:0-6-0,0-5-8], 112:0-6-0,0-6-0]113:0-4-12,0-5-8] [14:0-3-8,0-5-12),[15:0-5-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.92 Vert(LL) -0.20 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(CT) -0.32 13-14 >999 240 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.89 Horz(CT) 0.07 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Wind(LL) 0.01 13 >999 240 Weight:987 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc purlins, 1-4:2x6 SP No.2 except end verticals. BOT CHORD 2x8 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.1'Except' 2-15,2-14,3-14,3-13:2x4 SP No.3,4-12,5-11,7-11,8-10:2x4 SP SS WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 9=6356/0-5-8,1=6300/0-5-8 Max Horz 1=239(LC 8) Max Uplift 9=-363(LC 5),1=-263(LC 8) Max Gray 9=15826(LC 12),1=15663(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-26190/431,2-3=-24961/440,3-4=-20669/409,4-19=-18810/383,19-20=-18810/383, 5-20=-18810/383,5-6=-15731/313,6-7=-15731/313,7-21=-9590/201,8-21=-9590/201, 8-9=-14658/375 BOT CHORD 1-22=-568/23121,15-22=-568/23121,15-23=-568/23121,14-23=-568/23121, ,��s�, 14-24=-508/22425,13-24=-508/22425,13-25=-393/18484,25-26=-393/18484, ``�� 11-29=-209/9813,12-26=-393/184829-30=-209/9813,/ 10-30=-209/9813 704,11-28=-383/18704, ,•N0ONv`PS....... 4`41 'I WEBS 2-15=-77/1734-12=61/60435 1240/4477,5-11=-5427/140,1 /5737, 7 1 1=-211 531173,1 087,7-10=-9406/346,/ `��••v E N S�. •1•��,,. • 8-10=-361/17422No 39380 * NOTES- 1)4-ply truss to be connected together with 10d(0.131"x3")nails as follows: -• ' Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-7-0 oc. ' Bottom chords connected as follows:2x8-4 rows staggered at 0-4-0 oc. =O'.• S TATE O F :44` Webs connected as follows:2x4-2 rows staggered at 0-4-0 oc,Except member 14-2 2x4-1 row at 0-9-0 oc,member 3-14 2x4-1 4.4 row at 0-9-0 oc,member 13-3 2x4-1 row at 0-9-0 oc,member 13-4 2x4-1 row at 0-9-0 oc,member 12-4 2x4-1 row at 0-9-0 oc, ��• •c 0.-Q�.•\�% member 5-12 2x4-2 rows staggered at 0-7-0 oc,member 11-5 2x4-1 row at 0-9-0 oc,member 6-11 2x4-1 row at 0-4-0 oc, ie 0.0.•.O R 1 `� `member 11-7 2x4-1 row at 0-9-0 oc, � Attach BC w/1/2"die bolts(ASTM A-307)ien the center of the member w/wa hr 7-10 2x4-1 row at 0-9-0 oc,member at 4-0-0 oc. "1111111W- 2) row at 0-9-0 oc. ��11 N Al 1 ��•N 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 Thomas A.Alban)PE No.39380 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. MITek USA Inc.FL Cert 6634 3)Unbalanced roof live loads have been considered for this design. 6904 Parke East Blvd.Tampa FL 33610 4)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 Date: 5)Provide adequate drainage to prevent water ponding. July 1 1,2018 rnntinr rpA nn nano,9 11 • AWARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MI Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 714531758 1609270 T23 HALF HIP GIRDER 1 A Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 8220 s Jun 14 2018 MiTek Industries,Inc. Wed Jul 11 09:16.38 2018 Page 2 ID:o7oVPOORbQC9BoD6udD89DzOWDY-UfQh?PCQ4uYNbo07_xLgEsYwPuNNUOjZ77Q6oUyzBx7 NOTES- 6)All plates are MT20 plates unless otherwise indicated. 7)n/a 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 363 lb uplift at joint 9 and 263 lb uplift at joint 1. 11) Use USP THDH48(With 16d nails into Girder&16d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-0 from the left end to 26-0-0 to connect truss(es)F02(1 ply 2x4 SP)to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-4=-60,4-8=-60,9-16=-20 Concentrated Loads(Ib) Vert:15=-803(B)14=-803(B)10=-803(B)22=-803(8)23=-803(B)24=-803(B)25=-803(B)26=-803(B)27=-803(B)28=-803(B)29=-803(B)30=-803(B)31=-803(B) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bradng of trusses and truss systems,see ANSIRPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314 Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531759 16092T0 I T24 COMMON SUPPORTED GAB 1 1 Job Reference(optional)_ Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:36:33 2018 Page 1 I D:o7oVPOORbQC9BoD6udD89DzOWDY-P8SUhkwfxxl3tld 1 xoYEdBd9m8QYkrbaMsJQ WHyzSLC ! 9-8-8 19-5-0 9-8-8 9-88 Scale:3/8"=1' 6x6 3.00 12 8 9 7 1 g IN 6 — — 10 30 29 = ��_ 11 5x6 3 � -,, : �_ __ 13 5x6 = 2 � �_ 14 I 15 iii 11 A Igg illi d �� — r. d x 28 27 26 25 31 24 23 22 21 20 32 19 18 17 16 MI 4x10 II 4x10 II 6x8 19-5-0 I 19-5-0 Plate Offsets(X,Y)— [2:0-2-3,0-2-4],[14:0-2-3,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.28 25-26 >819 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.39 25-26 >598 180 BCLL 0.0 * Rep Stress Incr YES WB 0.17 Horz(CT) -0.04 15 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:99 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-9-11 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-11-6 oc bracing. OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-8-2,Right 2x6 SP No.2 1-8-2 REACTIONS. (lb/size) 1=777/0-5-8,15=777/0-5-8 Max Horz 1=-47(LC 10) Max Uplift 1=-479(LC 12),15=-479(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1638/2028,2-3=-1522/1947,3-4=-1497/1945,4-5=-1487/1949,5-6=-1476/1953, 6-7=-1461/1953,7-8=-1462/1977,8-9=-1462/1977,9-10=-1461/1953,10-11=-1476/1953, 11-12=-1487/1949,12-13=-1497/1945,13-14=-1522/1947,14-15=-1638/2028 BOT CHORD 1-28=-1759/1433,27-28=-1759/1433,26-27=-1759/1433,25-26=-1759/1433, 24-25=-1759/1433,23-24=-1759/1433,22-23=-1759/1433,21-22=-1759/1433, 20-21=-1759/1433,19-20=-1759/1433,18-19=-1759/1433,17-18=-1759/1433, 16-17=-1759/1433,15-16=-1759/1433 WEBS 8-22=-631/447 oll iii NOTES- ,��1,P.1kS'A. 'ie. 1)Unbalanced roof live loads have been considered for this design. %' O'`• <e '0 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. . A` •••\G E•N S•• '9/L �' II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-0-0 to 3-0-8,Exterior(2)3-0-8 to 9-8-8,Corner(3)9-8-8 to • ••• �' �•••• ' i • 12-8-8,Exterior(2)12-8-8 to 19-5-0 zone;end vertical left and right exposed;porch left and right exposed;C-C for members and No 39380 forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. "Ot ; cc 5)Gable studs spaced at 1-4-0 oc. • :. STATE OF : LUZ 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i Q Q . .4 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 '-•• C. •••�1 O R ,p Q.••\ `�� will fit between the bottom chord and any other members. , ` • ,AC, 8)Provide1=47d15echanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) �''/�S 0 N Al;```��`, "11.111 Thomas A Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 -- .WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 510-7473 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 111111 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. Braang 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 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7PM Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531760 16092T0 T25 Common 8 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:36:34 2018 Page 1 I D:o7oVPOORbQC9BoD6udD89DzO WDY-tKOsvaxl iFQwUSCDV W3T9OAHyYmFTBYjb W3z2kyzSLB 5-0-0 9-8-8 14-5-0 19-5-0 5-0-0 4-8-8 4-8-8 5-0-0 Scale=1:32.7 6x6 3.00 12 3 4x5 10 - • -- ------__11 4x5 = 2 \ 4 9 ►�, 12 3x4 3x4 .4"11111111111111111111111" ,- 0, 1 5 1 MI, IM 7 ag 8 6 5x6 - 7x10 - _ 5x6 = 9-8-8 19-5-0 9-8-8 9-8-8 Plate Offsets CX,Y)- [2:0-1-6,0-2-01,[4:0-1-8,0-2-01,j6:Edge,0-2-12[ [B:Edge 0-2-121 - 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) 0.32 7-8 >707 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.28 6-7 >808 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.64 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:96 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=765/0-5-8,6=765/0-5-8 Max Horz 8=82(LC 11) Max Uplift 8=-472(LC 12),6=-472(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-276/416,2-3=-1234/1480,3-4=-1234/1480,4-5=-276/416 BOT CHORD 7-8=-1342/1273,6-7=-1332/1273 WEBS 3-7=-529/366,2-8=-1160/1037,4-6=-1160/1037 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=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-8-8,Exterior(2)9-8-8 to 12-8-8,Interior(1)12-6-8 to 19-3-4 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 0,01111111/iii 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�O-A i S A. 1q, 0/,', 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 •% rt`• e will fit between the bottom chord and any other members. �•�,` •'•\GEN$•••,94j 0j 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) •• �' • 8=472,6=472. • No 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 .; sheetrock be applied directly to the bottom chord. * • :13' STATE OF LQ .% FS•••.9. \j'• �•',,, /ONA1-v-.00 iiiiiiiiiiio- Thomas A.Albani PE No.39380 MITA USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 1111 • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531761 16092T0 T26 COMMON SUPPORTED GAB 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:36:36 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOWDY-pj8cKmzYEshekmMcdx6xEpFo8LcMxDv03gY47cyzSL9 6-2-8 13-5-0 6-2-8 7-2-8 5x6 = Scale:1/2"=1' 6 a- 7 8.00 ,2 5 — — 8 4 21 20 — _. — — 9 3 — — 4x5 2 — — 10 1 O. — a o a _ o 0 0 0, ux x. >ixux, 6 3x6 II 19 18 17 16 15 14 13 12 3x4 13-5-0 I 13-5-0 _Plate Offsets(X,Y)— [1:0-2-8,0-0-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) lldefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 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 0.07 Horz(CT) 0.00 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:67 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-13 REACTIONS. All bearings 13-5-0. (Ib)- Max Horz 1=-82(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,17,18,19,15,14,13,12 Max Gray All reactions 250 lb or less at joint(s)1,11,16,17,18,19,15,14,13,12 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=45ft;L=24ft;eave=2ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 6-2-8,Corner(3)6-2-8 to 9-2-8,Exterior(2)9-2-8 to 13-2-9 zone;C-C for members and forces 8,MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss Gable End De ai sr aslnd loads in the applicable,or colane of nsult qualifiedss only. For studs exposed to building designer as per ANSI/TPd(normal to the face),see Standard Industry ,��t�t�PS A. ,,III,� 4)All plates are 2x4 MT20 unless otherwise indicated. �� '. .e Ii 5)Gable requires continuous bottom chord bearing. �liN . ••\G•E N$ 9/4/0 6)Gable studs spaced at 1-4-0 oc. • ••• �' i 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 39380 8)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,17,18,19,15, -• 14,13,12. �•: STATE OF • �' • ��SAO N A`�,.,`• Thomas A Albanl PE No.39380 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI.7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531762 16092T0 T27 Common Structural Gable 1 1 Job Reference!:optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:36:37 2018 Page 1 ID:o7oVPOORbQC9BoD6ud D89DzOWDY-Hvi_X5zA_ApV LvxoAedAn t oplluog VHAHU Hdf2yzSL8 12-2-8 24-5-0 12-2-8 12-2-8 Scale=1:49.9 5x6 11 4x5 y 13 _. 10 = 39 7 \ 15 1.4x 516 6.00.12 2 3 17 1g. 4S,. 18 e 19 38 a `v 20 4x10 cl, 70 4x5 ' --- •i• 21 a4,. 1 1412 4 x IIIIMi .. , n N8- �� x b 33 32 8x12 = 4x5 3x6 ' 3x4 31 30 29 28 27 26 25 24 23 6-4-7 13-1-4 24-5-0 6-4-7 6-8-13 11-3-12 Plate Offsets(X,Y)— [2:0-4-12,Edge],[3:0-2-4,0-1-1310 [14:0-0-0,0-1-1511[22:0-8-10,0-2-01 L22:0-3-9,0-0-51,[30:0-4-0 Edge],[30:0-1-12,0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lfd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.03 32 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.07 31-32 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.83 Horz(CT) 0.01 22 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:156 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):10,6 OTHERS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 1-7-3 REACTIONS. All bearings 11-7-4 except(jt=length)33=0-5-8. (Ib)- Max Horz 33=-170(LC 10) Max Uplift All uplift 100 lb or less at joint(s)22,29,28,27,26,25,24,23,31,22 except 33=-149(LC 12), 30=-287(LC 21) Max Gray All reactions 250 lb or less at joint(s)22,29,28,27,26,25,24,23 except 33=445(LC 1), 31=1016(LC 1),31=1016(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-472/224,1-33=-370/226,2-3=-365/205,3-4=-496/193,4-6=-519/209, 6-8=-535/220,8-10=-548/234,10-12=-664/227,12-14=-359/178 BOT CHORD 32-33=-108/426,31-32=-108/426,30-31=-108/426 WEBS 10-11=-263/0,12-31=-717/192 NOTES- %q1%%_A,PSt A":AI:�1��, 1)Unbalanced roof live loads have been considered for this design. �� Or` e 'jam2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. ��,`�`•••�\CiE•N '''• ij II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-2-8,Exterior(2)6-4-7 �' Y� i to 6-9-3,Interior(1)12-2-8 to 24-5-0 zone;end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; No 39 380 Lumber DOL=1.60 plate grip DOL=1.60 .; 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. • 4)All plates are 2x4 MT20 unless otherwise indicated. :-0 x 5)Gable studs spaced at 1-4-0 oc. T. •. STATE OF : LU 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i C ' �" 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 10 AN'. •�(•�•.�4 0V".."\ will fit between the bottom chord and any other members. 10 t9 R,. -`N?.4%� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)22,29,28,27,26, Ij S/ • *. shS 25,24,23,31,22 except(jt=1b)33=149,30=287. /fi•/111111101�N A �� 9)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. Thomas A.Albani PE No.39380 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 -- A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1141-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa,FL 36610 Job Truss Truss Type Qty Ply 114531763 16092T0 T28 Common 5 1 Job Referencesoptional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:36:39 2018 Page 1 I D:o7oVPOORbQC9BoD6udD89DzOWDY-Dlglyn?Q Wn3DbD5B13fesStDhZbWBSzSlomkjxyzSL6 6-3-0 12-2-8 18-2-0 24-5-0 6-3-0 5-11-8 5-11-8 6-3-0 Scale=1:44.9 5x6 - 3 6 00 12 12 13 4x5 4x5 2 4 • ap 11 14 4x5 4x5 1 5 tj 10 9 8 7 6 2x4 4x5 7x10 4x5 _ 2x4 6-3-0 12-11-8 18-2-0 24-5-0 6-3-0 6-8-8 5-2-8 6-3-0 Plate Offsets_(X,Y)— [1:0-2-4,0,244,[3:0-3-0,0-2-4],[5:0-2-4,0 2-0],[6:0-2-0,0-0-8J LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.03 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.06 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:138 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 10=406/0-5-8,8=1190/0-3-8,6=334/0-5-8 Max Horz 10=182(LC 11) Max Uplift 10=-104(LC 12),8=-317(LC 12),6=-85(LC 12) Max Gray 10=426(LC 21),8=1190(LC 1),6=366(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-474/154,3-4=0/290,4-5=-364/108,1-10=-369/181,5-6=-305/155 BOT CHORD 9-10=-115/288,8-9=-66/400,7-8=-29/260 WEBS 3-8=-496/169,4-8=-505/240,2-8=-548/242,2-9=0/258 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=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-2-8,Exterior(2) 12-2-8 to 15-2-8,Interior(1)15-2-8 to 24-3-4 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for 01111 M/iiii reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �0•No A. A�e 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 `�`A "••�\Ci E •N$i•, will fit between the bottom chord and any other members. i • 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) : No 39380 • 10=104,8=317. • • 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 sheetrock be applied directly to the bottom chord. ''O • r. STATE OF ' c<` •( OR `O • C� Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabncation,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss .Truss Type Qty Ply T14531764 16092T0 T29 Common 1 1 Job Reference-(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:36:40 2018 Page 1 I D:o7oVPOORbQC9BoD6udD89DzO WDY-iU079702H5B4CNgNsmAtPfQORzwktvDczS WIGNyzSL5 6-3-0 12-2-8 17-11-8 24-0-0 6-3-0 5-11-8 5-9-0 6-0-8 Scale=1:44.6 5x6 3 6.00 12 12 13 4x5 4x5 2 4 W N 14 11 4x5 405 5 q -. 10 9 8 7 6 2x4 4x5 7x10 4x5 2x4 6-3-0 12-11-8 17-11-8 24-0-0 6-3-0 6-8-8 5-0-0 6-0-8 Plate Offsets LX,Y)— [1:0-2-4,0-2-0],[3:0-3-0,0-2-4],[5:0-2-4,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.03 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.06 8-9 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.63 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:136 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 10=409/0-5-8,8=1169/0-3-8,6=318/Mechanical Max Horz 10=-170(LC 10) Max Uplift 10=-100(LC 12),8=-320(LC 12),6=-77(LC 12) Max Gray 10=428(LC 21),8=1169(LC 1),6=352(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-476/145,3-4=0/279,4-5=-332/105,1-10=-371/176,5-6=-293/150 BOT CHORD 9-10=-94/280,8-9=-56/398 WEBS 2-9=0/258,2-8=-547/242,3-8=-483/163,4-8=-472/229 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=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-2-8,Exterior(2) 12-2-8 to 15-2-8,Interior(1)15-2-8 to 23-10-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions .01111 11Iii/� shown;Lumber DOL=1.60 plate grip DOL=1.60 %i% A. A� ♦ 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. tbNN e 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`r••��G E N S` •.;74 ♦! will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. No 39 380 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) 10=100,8=320. 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. =131 ; cc '• STATE OF : Q: #o 61 S /•O N A,ESC�. Thomas A.Albans PE No.39380 MITek USA,Inc.Ft.Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 55I.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITTPI1 quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531765 16092T0 T30 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:36:412018 Page 1 I D:o7oVPOORbQC9BoD6ud D89DzOWDY-AhxVNT 1 h20JxgXFZPUh6xtyZ8MGzcM SIC6FrogyzSL4 6-3-0 12-2-8 17-11-8 21-5-0 24-0-0 6-3-0 5-11-8 5-9-0 3-5-8 2-7-0 Scale=1:44.5 5x6 - 3 6.00 12 13 14 4x5 4x5 4 2 co 6x6 2x4 12 5 6 4x5 Z. 1 NN 4 a'li 11 10 9 8 7 2x4 4x5 •Job Truss Truss Type Qty Ply 714531766 16092T0 T31 Jack-Closed Girder 1 1 Job Reference-(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:36:42 2018 Page 1 I D:o70VP00RbQ C98OD6udD89DzO WDY-etVtap t JpiRoShpmzBDLU4V14mRrLyzvRm?OKGyzSL3 4-9-8 4-9-8 2x4 Scale=1:20.4 3 2 6.00 12 9 9 3x4 1 • sr 7 8 5 JUS24 JUS24 6 4x5 4 2x4 4-9-8 4-9-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.10 5-6 >525 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.19 5-6 >280 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.03 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-9-12 oc bracing. REACTIONS. (lb/size) 6=548/0-5-8,5=477/Mechanical Max Horz 6=122(LC 8) Max Uplift 6=-96(LC 8),5=-170(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=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,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)'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)6 except((t=lb) 5=170. 6)Use USP JUS24 nth 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-0-12 from the ,,�� left end to 3-0-12 to connect truss(es)to back face of bottom chord. `,.4%" APS 7)Fill all nail holes where hanger is in contact with lumber. \v` 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ��,``r •••\Ci............................................ LOADCASE(S) Standard • No 39380 I. 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 • • *, Uniform Loads(plf) Vert:1-2=-60,2-3=-20,4-6=-20 Concentrated Loads(Ib) �t Vert:7=-333(B)8=-331(B) i.Y' S TATE O F ,' • its• 0A1' • • e''SNA .E4��. Thomas:sAlitbani )PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 MIMI AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. mil. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent 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 fabncation,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1P11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531767 16092T0 T32 Roof Special Girder 1 1 --_-_ - Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2016 MiTek Industries,Inc. Tue Jul 10 13:36:43 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzO WDY-633Go92xa0Zf3rOyXvka 112n NArd4BV2gQkysiyzSL2 6-3-0 12-2-8 19-7-8 24-11-8 29-9-0 6-3-0 5-11-8 7-5-0 5-4-0 4-9-8 Scale=1:52.7 6x6 3 6.00 12 4x5 2 6x6 7x10 4 NAILED 4 3x4 - 2x4 4 `4 1 6 '4 1 -., _ 11 10 12 13 9 8 14 7:, 4x5 6x6 6x6 4x5 - 5x6 -_ JUS24 NAILED 8-2-13 16-2-3 24-0-12 29-9-0 _. 8-2-13 _ - 7-11-6 7-10-9 5-8-4 Plate Offsets(X,Y)- [7:0-3-0,0-27121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.20 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.35 9-10 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.85 Horz(CT) 0.09 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight 166 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 3-4:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 6-6-5 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 2-11 WEBS 2x4 SP No.3*Except* 5-7:2x6 SP No.2 REACTIONS. (lb/size) 11=1297/0-5-8,7=1728/0-5-8 Max Horz 11=-191(LC 23) Max Uplift 11=-362(LC 8),7=-558(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-332/149,2-3=-1883/635,3-4=-2444/785,4-5=-2551/874,5-6=-275/154, 1-11=-283/143 BOT CHORD 10-11=-430/1683,9-10=-295/1438,8-9=-934/3167,7-8=-679/2241 WEBS 3-10=-118/469,3-9=-388/1328,4-9=-1458/609,4-8=-1014/463,5-8=-264/1153, 2-11=-1727/468,5-7=-2508/763 NOTES- 1)Unbalanced roof live loads have been considered for this design. ��1 111111 s/i 2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=30ft;eave=4ft;Cat. ♦0%-,-tt��NS A. ,q //,,� II;Exp C;End,GCpi=0.18;MWFRS(directional);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ♦♦ O\`r', �e 'jam 3)Provide adequate drainage to prevent water ponding. ♦,✓\�`• C'E" N''•• 9/1, - 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • '••�'\ S� �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 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=1b) 11=362,7=558. 7)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 24-0-12 from the left end to connect truss(es)to ; front face of bottom chord. STATE OF : 4/ 8)Fill all nail holes where hanger is in contact with lumber. i O • 40•: 9)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148'x3.25')toe-nails per NDS guidlines. .0,. < . •i Q P.• \ 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �e FS •.�Fi,•• • �?♦♦♦ S LOAD CASE(S) Standard i��/1 N A"1,1111l it�♦�♦ 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Thomas A.Alban'PE No.39380 Vert:1-3=-60,3-4=-60,4-5=-60,5-6=-60,7-11=-20 MfTek USA,Inc.FL Cert 6634 Concentrated Loads(Ib) 6904 Parke East Blvd.Tampa FL 33610 Vert:5=-123(F)8=-457(F)14=-88(F) Date: July 11,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 nw.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 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 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531768 16092T0 T33 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:36:44 2018 Page 1 ID:o7oVP0ORbQC9BoD6udD89DzOWDY-aFde?V3ZLJhWh_z85cFpZVa08aBSpg3Cu4UVP8yzSL1 6-3-0 12-2-8 17-7-8 22-11-8 29-9-0 6-3-0 5-11-8 5-5-0 5-4-0 6-9-8 Scale=1:52.4 6x6 3 o-y 6.00 12 14 13 ,� 6x6 = 7x10 - 4x5 4 °? 15 ! �� `' 1 18 r17 12 q -2., I 6x6 i v 3x4 6 1 liM 11 10 18 19 g 8 7 5x6 7x6 7x10 = 4x5 = 385 II 8-2-13 17-7-8 22-11-8 29-9-0 I $-2-13 9-4-11 5-4-0 _6-943 Plate Offsets(Y)— [3:0-3-0,0-2-01[5:0-4-8,0-2-0 Edge,0-2-4],[7:0-2-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.27 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.51 9-10 >698 180 BCLL 0.0 * Rep Stress lncr YES WB 0.76 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:166 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-11 REACTIONS. (lb/size) 11=1178/0-5-8,7=1178/0-5-8 Max Horz 11=-191(LC 10) Max Uplift 11=-309(LC 12),7=-309(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-387/201,2-3=-1671/643,3-4=-2378/928,45=-2017/738,5-6=-1757/595, 1-11=-313/208,6-7=-1102/443 BOT CHORD 10-11=-465/1570,9-10=-317/1231,8-9=-446/1486,7-8=-152/314 WEBS 3-10=-97/500,3-9=-508/1375,4-9=-1326/583,5-9=-190/751,2-11=-1465/433, 6-8=-300/1183 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=30ft;eave=4ft;Cat. I d.,GCpi=0.18; S onal)and C-C )0-1-12 o 3-1-12, )3-1-12 to 12-2-8,Exterior(2) 112 2X8 to 1p C;5-2-8,In erior(1)15-2-8 R to 22-�i8,Exterior(2)22--11 8 to 25-11 -8,1Interior(1)125-1o1-18o 29-7-4 zone;end vertical left and ��.� p g�A.11;44411,, � right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �% • .$ 0 3)Provide adequate drainage to prevent water ponding. ,•% • ,``�`�•\C•E N S .74. '•'. 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 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=lb) 11=309,7=309. 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 w -0 • ; tr Z sheetrock be applied directly to the bottom chord. 53'. STATE OF �/ %�T�.• �� OR1nP.Q\ `.. '••`)6`�ONAl E?s it,Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1411-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ��- a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531769 1609210 T34 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:36:46 2018 Page 1 I D:o7oVPOORbQC9BoD6udD89DzO WDY-WelOQA4ptxxDxl7XC 1 HHewfLzNvJHZFUMOzcT1 yzSL? 6-3-0 12-2-8 15-7-8 20-11-8 25-2-8 29-9-0 . 6-3-0 5-11-8 3-5-0 5-4-0 4-3-0 4-6-8 Scale=1:52.7 6x6 3 15 6.00 12 � 6x6 = 7x10 14 4 4x5 16 17 8. 9 2 18 4x5 9 13 19 W 3x4 i 20 21 10 9 5x6 4x5 7x10 = 4x5 = 5x6 = 8-2-13 15-7-8 20-11-8 29-9-0 _, 8-2-13 7-4-11 5-4-0 8-9-8 Plate Offsets(X,Y)— [5:0-4-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.15 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.29 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.78 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:174 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-12 REACTIONS. (lb/size) 12=1178/0-5-8,8=1178/0-5-8 Max Horz 12=191(LC 11) Max Uplift 12=-309(LC 12),8=-309(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-397/192,2-3=-1664/658,3-4=-1944/818,4-5=-1674/669,5-6=-1642/603, 6-7=-355/104,1-12=-316/203,7-64-267/140 BOT CHORD 11-12=-473/1542,10-11=-318/1223,9-10=-387/1422,8-9=-485/1425 WEBS 3-11=-111/452,3-10=-432/1068,4-10=-1080/514,5-10=-130/432,5-9=0/254, 2-12=-1443/451,6-8=-1432/564 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=45ft;L=30ft;eave=4ft;Cat. R l) d 112 2X8 Co;E5-2-.8, Gntelrior 18 15-2 8 to 20-11-8,nExterior 2-C 20x1t1 8orto 2)3 11182,tInterior 1 123 1 1-81t3 2-19--172-4 ozone;endEvertical 2le)ft and `040111 1111114,, right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •• • B 3)Provide adequate drainage to prevent water ponding. ♦��A`• •••\G E N$F•-7,/,'• 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 39380 1 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) • * • 12=309,8=309. — • 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 • CC sheetrock be applied directly to the bottom chord. O•.• S TATE O F : 41: Ii. 10 1111111 Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 --AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7477 rev.10/0./2015 BEFORE USE. -- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent 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 busses and truss systems,see ANSI/7P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531770 1609210 T35 Roof Special 1 1 Job Referencej9ptional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:36:47 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOWDY-_gJmdW5ReE34YSijmloWB8CY9nFE05yea1 i9?TyzSL_ 6-3-0 10-10-5 12-2-8 13-7-814-10-15 18-11-8 24-2-8 29-9-0 6-3-0 4-7-5 1-4-3 1-5-0 1-3-7 4-0-9 5-3-0 5-6-8 Scale=1:52.2 3x6 6x8 4x6 4 5 6x6 3 4 4x5 8.0012 — - ,.17 -- 18 19 i�. 4x5 %� �.- 20 2 4x5 m e< 8 N4 \ i m 16 \21 5x6 1 9 .; ( - �,, L 15. 14 13 22 23 12 11 10 3x5 4x5 7x10 = 7x10 = 4x5 = 3x5 II 6-3-0 10-10-5 13-7-8 18-11-8 24-2-8 29-9-0 _ — -- 6-3-0 4-7-5 2-9-3 5-4-0 5-3-0 5-6-8 Plate Offsetspcy)- [1:Edge 0-2-4],[3:0-1-4,0-3-01,[4:0-3-0,Edgej,[5.0-0-4 dgej,[12:0-4-8,Edgej,[13:0-4-12,Edge]_ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.12 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.25 12-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.50 Horz(CT) 0.04 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:182 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 15=1178/0-5-8,10=1178/0-5-8 Max Horz 15=151(LC 11) Max Uplift 15=-309(LC 12),10=-309(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1757/580,2-3=-1534/583,3-5=-1173/538,5-6=-1301/567,6-7=-1321/567, 7-8=-1548/584,8-9=-1748/585,1-15=-1107/426,9-10=-1114/426 BOT CHORD 14-15=-107/374,13-14=-434/1504,12-13=-371/1398,11-12=-447/1501 WEBS 6-13=-293/121,7-12=-98/408,1-14=-351/1247,9-11=-388/1306,3-13=-138/455, 2-13=-297/157 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=45ft;L=30ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-2-8,Exterior(2) ��10111111/111 „ '1 1 1 1 1/1I/�� 12-2-8 to 13-7-1,Interior(1)13-7-1 to 18-11-8,Exterior(2)18-11-8 to 21-11-8,Interior(1)21-11-8 to 29-7-4 zone;C-C for members %%. 4p,S A. ill.;;,,, and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •' • B 3)Provide adequate drainage to prevent water ponding. �•% � ...*\C•E N S' 14, 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 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=lb) • 15=309,10=309. — — 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 a-2 ' ' sheetrock be applied directly to the bottom chord. i '. S TATE O F QJ 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. i O - 4C/ (-,,.•. 0,'�SS��NAll �E .S% itt Thomas k Alban'PE No.39380 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent 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 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply r 18092T0 1T36 Hip 1 1 T14531771 Job Reference(optional) Building Component Supply, Jacicsonvele,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:36:49 2018 Page 1 I D:o7oVPOORbQC9BoD6udD89DzO WDY-xDQX2C7iAsJooms6t9r_GZHvpbxXU?Ix2LBG3MyzSKy 6-6-8 12-9-8 16-11-8 23-2-8 29-9-0 8-6-8 6-3-0 4-2-0 6-3-0 6-6-8 Scale=1:51.3 6x6 6x6 3 4 6.00 12 14 15 4x5 % 4x5 2 � 5 13 ��18 5x6 % 5x6 1 6 / 47:* Y Isbi .. Y ctil 12 11 10 9 8 7 3x5 II 4x5= 8x6 - 6x6 - 4x5 = 3x5 II 6-0-8 12-9-8 16-11-8 23-2.8 29-9-0 I 6-6-8 - 6-3-0 4-2-0 _. 6-3-0 6-6-8 Plate Offsets(X,Y)— [1:Edge,0-2-41,[6:Edge,0-2-41. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.21 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.29 8-9 >999 180 BCLL 0.0 ' Rep Stress Inc/ YES WB 0.51 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:167 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 12=1178/0-5-8,7=1178/0-5-8 Max Horz 12=199(LC 11) Max Uplift 12=-309(LC 12),7=-309(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1778/612,2-3=-1436/599,3-4=-1200/583,4-5=-1436/599,5-6=-1778/612, 1-12=-1110/436,6-7=-1110/436 BOT CHORD 11-12=-119/374,10-11=-508/1585,9-10=-319/1226,8-9=-463/1518,7-8=-138/256 WEBS 2-10=-464/226,3-10=-78/353,4-9=-78/353,5-9=-464/226,1-11=-393/1274, 6-8=-390/1274 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=45ft;L=30ft;eave=4ft;Cat. II;9x81 End., n2-7,ICpi=0.18;In Interior(1)21-2-7 to RS 29j-7-4 zonenal)ae d vernd C-C tical leftr(2)0-1-12 to 3-1-12,and right exposed;C-Cterior(1)3-1-12 to 12-9-8,for members and forces&MWFRS)for O _ii, S'A!'I',�-„, reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ss�o•.• xi, �ei° 3)Provide adequate drainage to prevent water ponding. ;��,<`�`,•�\Ci•E N$�• '•1, �jI 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 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=lb) 12=309,7=309. — — 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.13 ' x sheetrock be applied directly to the bottom chord. • O ' � '. STATE OF 4/ � 0. •'' •k0A1p• \ kS •�` ,% •e Si NAI �� - . "sititii Thomas k Alban'PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Brading indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314 Tampa,FL 36610 Job Truss Truss Type Qty Ply , T14531772 16092T0 T37 Common 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:36:50 2018 Page 1 I D:o7oVPOO RbQ C9BoD6udD89DzOVVDY-PP_vGY8Kx9RfPvRI RtMDpmq?I?EMDR24H?xgboyzSKx 7-7-0 14-10-8 22-2-0 29-9-0 7-7-0 7-3-8 7-3-8 7-7-0 Scale=1:52.0 6x6 6.00 12 3 11 12 6x6 6x6 2 4 CF:, 10 13 4x5 4x5 1 5 —a - Tr. 1-- v -- 8 14 15 7 9 6 5x6 6x8 6x8 5x6 -- 10-0-3 19-8-13 29-9-0 10-0-3 9-8-11 10-0-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.37 7-8 >943 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.51 7-8 >689 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.54 Horz(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:163 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-9,4-6 REACTIONS. (lb/size) 9=1178/0-5-8,6=1178/0-5-8 Max Horz 9=-224(LC 10) Max Uplift 9=-309(LC 12),6=-309(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-507/221,2-3=-1603/605,3-4=-1603/605,4-5=-507/221,1-9=-389/233, 5-6=-389/233 BOT CHORD 8-9=-434/1592,7-8=-216/1104,6-7=-429/1490 WEBS 3-7=-156/650,4-7=-339/274,3-8=-156/649,2-8=-339/274,2-9=-1351/392, 4-6=-1351/392 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=13omph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=30ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 14-10-8,Exterior(2) 14-10-8 to 17-10-8,Interior(1)17-10-8 to 29-7-4 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for ,,%%%% 1:::./61/-III' II/�� reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `�0 1:,, A. A, jf,��, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. e 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••\,\G E N S'�•.� . ' will fit between the bottom chord and any other members,with BCDL=10.Opsf. • o 5)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 9=309,6=309. 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 sheetrock be applied directly to the bottom chord. :�' STATE OF : tt/� �' • it/'0NA�E Os "11111Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 5111-7/73 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 mit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531773 16092T0 T38 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:36:51 2018 Page 1 I D:o7oV POORbQC9BoD6udD89DzO WDY-tcYHTu8yhTa W130U7atSL_NA20aoyuZDVfgN8EyzSKw 159-0 7-7-0 14-0-0 14-10-8 22-2-0 29-9-0 7-7-0 6-5-0 0-10-8 6-5-0 7-7-0 0-10-8 Scale=1:52.0 3x6 5x6 3x6 3 4 5 6.00 12 13 14 455 4x5 2 6 M ab 12 15 4x5 4x5 1 \A 7 v 11- 10 16 17 9 8 5x6 6x8 6x8 5x6= 10-0-3 19-8-13 _ 29-9-0 - - 10-0-3 9-8-11 10-0-3 - Plate Offsets(X Y)— [3:0-4-0,0-2-8],[4:0-3-0,0-3-0],[5:0-4-0,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.36 9-10 >969 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.51 9-10 >695 180 BCLL 0.0 * Rep Stress Incr YES WB 0.52 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:162 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-11,6-8 REACTIONS. (lb/size) 11=1178/0-5-8,8=1178/0-5-8 Max Horz 11=214(LC 11) Max Uplift 11=-309(LC 12),8=-309(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-533/242,2-3=-1597/634,3-4=-13521633,4-5=-1352/633,5-6=-1597/634, 6-7=-533/242,1-11=409/249,7-8=-409/249 BOT CHORD 10-11=-482/1572,9-10=-255/1096,8-9=-449/1479 WEBS 2-10=-313/281,4-10=-168/632,4-9=-168/633,6-9=-313/281,2-11=-1310/430, 6-8=-1310/430 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=45ft;L=30ft;eave=4ft;Cat. II;Exp C; i=0.18; to 3-1-12, 4-0-0, 2) 14-0 0 to 19-111-15,Ante Interior(1) 9FRS15ito 29-7-49nand C-C Exterior(2)zone;end vertical left and?right exposed;C-C for members or(1)3-1-12 to 1 and forces&M(WFRS %•%%%:!\p,S A. q��I�,� for reactions shown,Lumber DOL=1.60 plate grip DOL=1.60 •� 49 • 3)Provide adequate drainage to prevent water ponding. ��,r\sZ%•\C•E N S'••,94. ice, 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.Opsf. .: 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 11=309,8=309. — • 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 :-2 sheetrock be applied directly to the bottom chord. 1..O•.• STATE OF :�� • iFs% .,O R ,• • `4 ' ;9.,S,'ONAl ��C�% Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 --AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/012015 BEFORE USE. -- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* • is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type IQty Ply 1 I T14531774 1809270 1 T39 Hip 1 11 Job Reference(optional) Budding Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:38:53 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOWDY-p_g 1 uaACD4gEGN9t69vwQPSbQCHjQpbWzz9UC7yzSKu 6-1-12 12-0-0 17-9-0 23-7-4 29-6-0 6-1-12 5-10-4 5-9-0 5-10-4 5-10-12 Scale=1:50.9 6x6 1', 6x6 1/ 3 15 16 17 18 4 6.00, 2 , � 4x5 1� 4x5 2 \--------„,,,,,5 Zo 5x6 % \ % I 4x6 6 1 i I2 Cil I "11 r 0 f D -- 1A es 12 11 10 9 8 7 3x5 4x5= 6x6= 7x6 = 4x5 = 3x5 6-1-12 12-0-0 17-9-0 23-7-4 29-6-0 6-1-12 5-10-4 5-9-0 5-10-4 5-10-12 Plate Offsets(X,Y)— [1:Edge,0-2-41,[7:0-2-12,0-1_-81,12:0-2-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.29 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.36 10-11 >969 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.49 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:161 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 12=1168/0-5-8,7=1168/Mechanical Max Horz 12=-178(LC 10) Max Uplift 12=-306(LC 12),7=-307(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1752/613,2-3=-1466/603,3-4=-1248/587,4-5=-1464/604,5-6=-1692/591, 1-12=-1103/433,6-7=-1105/432 BOT CHORD 11-12=-105/342,10-11=-498/1592,9-10=-324/1286,8-9=-466/1448 WEBS 2-10=-416/208,3-10=-51/355,4-9=-46/345,5-9=-363/185,1-11=-404/1276, 6-8=-421/1279 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=45ft;L=30ft;eave=4ft;Cat. I S 112 0X0 to p C;E6-2-15,nd., Clnterriior8 A16-2R15 to117-9-0,Exterior 2 17-9-0 to2)211-11115,Interi2 to or(1)11n21-11('S)a-1-12 to to 29-4-4 zo0-0,ne;end vrior(2)ertical left ,,,,11111 A jii. OO O ,� D,,S A. q ., exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4% 0�• 4,e •j 3)Provide adequate drainage to prevent water ponding. ♦♦♦ `e..* \C E N$ //,'0' 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.Opsf. • • 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) - 17.12=306,7=307. - 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 i 53 •. STATE OF : �� sheetrock be applied directly to the bottom chord. ioi '. . 4 Thomas A Mani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1181.7473 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 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,see ANSITfPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531775 16092T0 T40 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:36:54 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOWDY-HBEQ6v&LOy5uXk3gjQ9zc?hpccS9EggBdvl kZyzSKt 6-3-0 12-2-8 14-5-0 19-9-0 25-11-8 29-6-0 6-3-0 5-11-8 2-2-8 5-4-0 6-2-8 3-6-8 Scale=1'.53.2 6x6 3 a;;' 6x6 7x10 6.00 12 4 14 '�-- -- — 15 5 • 4x5 16 2 6x6 2x4 r+ 6 1 7 1 t 13__ a 17 m 3x4 9 0 1 4 cl h Q I.- �. o ;.- r-81 . 11 18 19 12 10 9 6 5x6 4x5 7x10 - 4x5 5x6 8-2-13 14-5-0 19-9-0 25-11-8 29-6-0 8-2-13 6-2-3 5-4-0 6-2-8 3-6-8 Plate Offsets_01,1')— [5:0-4-8,0-2-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.21 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.43 8-9 >818 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:178 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-12 REACTIONS. (lb/size) 8=1168/Mechanical,12=1168/0-5-8 Max Horz 12=-156(LC 10) Max Uplift 8=-312(LC 12),12=-302(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-402/188,2-3=-1643/638,3-4=-1683/711,4-5=-1473/601,5-6=-1582/545, 1-12=318/201 BOT CHORD 11-12=-543/1491,10-11=-384/1208,9-10=-410/1348,8-9=-480/1292 WEBS 3-11=-116/425,3-10=-358/897,4-10=-904/421,5-10=-96/274,5-9=0/299, 6-8=-1586/638,2-12=-1416/441 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=45ft;L=30ft;eave=4ft;Cat. I 112 2X8 to 14-5-0p C;End.,Gn Interior(1)14-5 0 to 19RS(directional),Exteriord2 11 9-0 to 22-9-0,Inte0-1-12 rior 1 22-9-0 to 29-4-4 zone;end vertical left)3-1-12 to 12-2-8, 10111111/ill��I OO O ‘,04p1/49 A- q ., exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 %� O • • �e ',, 3)Provide adequate drainage to prevent water ponding. A "••. C E N S .• ' . 'ems 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 39380 T will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=312,12=302. .' • • ; CC 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 ••' •• STATE OF : 4t1: sheetrock be applied directly to the bottom chord. i •. • • 0''t.5/�NAsi mitts� s• Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 --AWARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 501.7473 rev.10/03/2015 BEFORE USE. 11111 -- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 114531776 16092T0 T41 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:36:55 2018 Page 1 ID:o7oVP0ORbQC9BoD6u dD89DzO WDY-INooJFBTIi4yWhJFEQyO WgXv 10_RuhupQ HeaHOyzSKs 6-3-012-2-8 16-5-0 21-9-0 23-11-8 29-6-0 6-3-0 5-11-8 4-2-8 5-4-0 2-2-8 5-6-8 Scale=1 53 0 6x6 3 6.00 12 14 15 6x6 - 6x8 4 4x5 .e_ - - _5-5 6x6 - 455 = 2 - 16 17 6 7 ' 18 19 r ,r 13 '9 o '" 3x4 4 "' 0 v 1 0 1• j:., • . 11 20 21 1210 9 8 5x6 6x6 7x10 4x10 3x5 8-2-13 16-5-0 21-9-0 23-11-8 29-6-0 8-2-13 8-2-3 5-4-0 2-2-8 5-6-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.20 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.33 10-11 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.63 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:175 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-12 REACTIONS. (lb/size) 8=1168/Mechanical,12=1168/0-5-8 Max Horz 12=144(LC 12) Max Uplift 8=-316(LC 12),12=-297(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-396/192,2-3=-1646/628,3-4=-2075/804,4-5=-1774/645,5-6=-1604/575, 6-7=-1381/464,7-8=-1119/430,1-12=-315/203 BOT CHORD 11-12=-572/1514,10-11=-415/1206,9-10=-484/1376 WEBS 3-11=-112/465,3-10=-412/1136,4-10=-1167/525,5-10=-156/586,2-12=-1426/426, 6-9=-911/399,7-9=-552/1648 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=45ft;L=30ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-2-8,Exterior(2) 12-2-8 to 15-2-8,exposed C C for Imembers)and forces&MWFRS forr(2)21-9-0 to reacton shown;Lumbe1-8, eDOL1)1 0l1-8 to 29-4-4 zone;plate grip DOL 1 60end vertical left ,`,t`�r,S A. ,ii, � 3)Provide adequate drainage to prevent water ponding. %•` ow. �� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `,1:,``e .••\C E N S'�•:14,• /1, 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • i will fit between the bottom chord and any other members,with BCDL=10.Opsf. No 39380 t 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=316,12=297. 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 ''O ' Cr.► sheetrock be applied directly to the bottom chord. ...: •.• STATE OF ILI ' "' ; OR `�P . � Thomas k Muni PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 -- .WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 1111 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 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 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply ' T14531777 16092T0 T42 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:36:56 2018 Page 1 ID:o7oVP0ORbQC9BoD6udD89DzOWDY-EZLAWbC5W?Cp7quSo7Td2144YPKnd6szfx08pSyzSKr 6-3-0 12-2-8 18-5-0 23-9-12 29-6-0 6-3-0 5-11-8 6-2-8 5-4-12 5-8-4 Scale=1:52.1 6x6 3 6.00 12 14 13 4x5 6x6 2x4 4x5 2 i- 4 5 6 N 15 16 12 3x4 `\ 4 1'1 ;;j 10 17 18 9 8 7 5x6 - 6x6 -, 6x8 = 4x10 3x5 8-2-13 16-2-3 23-9-12 29-6-0 8-2-13 7-11-6 7-7-9 5-8-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.18 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.31 9-10 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.71 Horz(CT) 0.05 7 nla n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:167 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-11 REACTIONS. (lb/size) 7=1168/Mechanical,11=1168/0-5-8 Max Horz 11=149(LC 12) Max Uplift 7=-317(LC 12),11=-297(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-403/193,2-3=-1643/603,3-4=-1987/679,4-5=-1436/468,5-6=-1436/468, 6-7=-1117/417,1-11=-320/205 BOT CHORD 10-11=-560/1501,9-10=-405/1213,8-9=-712/2117 WEBS 3-10=-111/452,3-9=-274/994,4-9=-811/364,4-8=-834/307,5-8=-354/244, 6-8=-553/1708,2-11=-1415/407 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=45ft;L=30ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-2-8,Exterior(2) 12-2show-8 to 60)15-2-8 to pl to grip DOL=1 Gozone;end vertical left exposed;C-C for members and forces&MWFRS for reactions ,,,��-�1�r,Pa m A'•1',,t��, 3)Provide adequate drainage to prevent water ponding. �‘ O� 44 •••'jam 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�,r\`r,•.,C•E N$L•,9 . �!• . 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 • i will fit between the bottom chord and any other members,with BCDL=10.0psf. No 39380 • • 6)Refer to girder(s)for truss to truss connections. • • 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7=317,11=297. — • 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 7.'O • ; CC- sheetrock be applied directly to the bottom chord. . �` 0:•• STATE O F IL` ��. F•�c( 0 A ,OP•:\ ,�. ' 6:4:**N-A-1-...---;-‘4.."0.S. iliiIn Thomas k Alban'PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not hit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531778 16092T0 T43 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:37:01 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOWDY-aX93aJGELYg5EcmPah2p15nu3QxTl LpioD5vUfyzSKm 10-10-8 16-9-0 18-11-11 4-0-0 6-10-8 8-2-8 9-6-8 10-5-6. 12-2-8 13-6-8 14-10-8 16-2-8 17-6-8 24-1-1 29-6-0 4-0-0 2-10-8 1-4-0 1-4-0 0-10-14 1-4-0 1-4-0 1-4-0 1-4-0 0-6-8 1-5-3 5-1-7 5-4-15 0-5-2 0-9-8 Scale=1:52.8 5x6 = TOP CHORD MUST BE BRACED BY END JACKS, NAILED ROOF DIAPHRAGM,OR PROPERLY CONNECTED NAILED 13 NAILED PURLINS AS SPECIFIED. .-.w, 15 11 '., 49 50 NAILED .9 � T�'. iIf• 17 NAILED NAILED E+; 19 8x14 M18SHS - 8x14 M18SHS NAILED 7 y-�- / 6.00 12 5 21 51 23 NAILED NAILED 4x6 = 2 I 8 10 12i 14 / -[20 0-8,0NAILED 24 NAILED NAILED 25 • a8 @� 6 ® 0® t0a 225 ^ '. II- N u i,_;. B H°11,1 '-- 8x10= 33 34 35 36 jaiiiitt... 4x5 Y M ci W. �' ---- ill Y ill III�III��I11III it 9P I 30 38 39 29 40 41 42 28 43 44 45 27 48 47 3128 3x5 5x6 NAILED NAILED 6x6 == NAILED NAILED 7x10 _. NAILED NAILED 5x12 = NAILED 3x5 II NAILED NAILED NAILED NAILED NAILED 4-0-0 10-5-6 16-9-0 24-1-1 29-6-0 _..- - -- 4-0-0 ---- 6-5-6 --- -- - 6-3-10 — ------ 7-4-1 —._- - -5-4-15 _. Plate Offsets(X,Y)— [0-8-14,Edge],[3:0-0-12,Edge],[10:0-5-0,0-2-8][23:0-2-12,0-2-8],[25:0-2-4,0-2-0],[26:0-3-0,0-1-81,[30:0-3,0,0-2-01431-:073-0,0-1-8] __ _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.29 27-28 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.43 27-28 >811 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.79 Horz(CT) 0.09 26 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:204 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-2-5 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 4-8-3 oc bracing. 25-27,23-27:2x4 SP No.1 JOINTS 1 Brace at Jt(s):10,20,6,14 REACTIONS. (lb/size) 26=1695/Mechanical,31=1678/0-5-8 Max Horz 31=-142(LC 6) Max Uplift 26=-766(LC 8),31=-738(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2437/1110,2-3=-3319/1612,3-4=-2628/1406,4-6=-2628/1406,6-8=-2628/1406, 8-10=-2628/1406,10-12=-3201/1616,12-14=-3201/1616,14-16=-3201/1616, 16-18=-3201/1616,18-20=-3201/1616,20-22=-3201/1616,22-23=-3208/1619, 23-24=-2724/1235,24-25=-2720/1232,25-26=-1623/771,1-31=-1642/750,3-5=-791/269, 5-7=-755/287,7-9=-684/270,9-11=-801/370,11-13=-628/348,13-15=-662/351, 15-17=-703/341,17-19=-705/317,19-21=-753/297,21-23=-774/258 BOT CHORD 29-30=-1009/2109,28-29=-1606/3303,27-28=-1829/3914 WEBS 2-30=-254/212,2-29=-640/1296,10-29=-335/297,10-28=-221/698,24-27=-520/361, 25-27=-1373/3034,1-30=-908/2077,8-9=-342/223,10-11=-27/281,23-27=-1383/691 ��`,`-`^0111 A1.111 e, NOTES- �� O`V`• Le ''' 1)Unbalanced roof live loads have been considered for this design. �� `2`• • G•E•N ••...•41../1';'::. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=30ft;eave=4ft;Cat. �` k ••.\. SF II;Exp C;End.,GCpi=0.18;MWFRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 No 39380 ' 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7'O . X- 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 ,, •. S TATE O F . 41 will fit between the bottom chord and any other members. i O •. .�4/ 8)Refer to girder(s)for truss to truss connections. �i#'• , 0.•P.•• 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) "# S••••.R \G,•� 26=766,31=738. 'I'I iONAL�``�`` 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ,!1,,.� ° 11) "NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)210 lb down and 237 lb up at Thomas A.Albani PE No.39380 4-0-0 on top chord,and 83 lb down and 52 lb up at 4-2-2 on bottom chord. The design/selection of such connection device(s)is MfTek USA,Inc.FL Cert 6634 the responsibility of others. 6904 Parke East Blvd.Tampa FL 33610 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Date: �(r�(e►I■� 1� F July 11,2018 W11RI.�l.aIii.j ndwrd A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE*111.7473 rely.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPII Quality Criteria,D5B-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531778 18092T0 T43 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville.FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:37:01 2018 Page 2 I D:o7oVPOORbQ C9BoD6udD89DzOW DY-aX93aJGELYg5EcmPah2p15nu3QxTl LpioD5vUfyzSKm LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plt) Vert:1-2=-60,2-3=-60,23-25=-60,26-31=20,3-13=-60,13-23=-60 Concentrated Loads(Ib) Vert:29=-25(B)30=-63(B)2=113(B)24=-47(B)27=-25(B)13=-47(B)7=-47(B)19=-47(B)33=-47(B)34=-47(B)36=-47(B)37=-47(B)38=-25(B)39=-25(B) 40=-25(B)41=25(B)42=-25(B)43=25(B)44=25(B)45=25(B)46=-25(B)47=25(B)48=-47(B)49=-47(B)50=-47(B)51=-47(B) 1 1 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7173 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual 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 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 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. L Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply , T14531779 16092T0 T44 Common Girder 1 A - - _ - 2_Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:37:03 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOWDY-WvGp_I Ut94pTvwoi65Hq WtGtEcwmJz?GXaOZYyzSKk 4-0-12 6-11-8 9-10-4 13-11-0 4-0-12 2-10-12 2-10-12 4-0-12 6x6 -- Scale=1:28.6 4 a ' 6.00 12 .- 2x4 2x4 3 5 n 4x5 v 6 4x5 2 7 1 •1_ 9 8x10 — 18 19 8 20 - THD26 THD26 THD26 8x10 THD26 5x12 5x12 THD26 4-0-12 9-10-4 13-11-0 4-0-12 5-9-8 4-0-12 Plate Offsets(X,Y)— [1:0-6-0,0-1-9],[4:0-3-0,0-2-41,[7:0-8-1_,0-1-91,[8:0-3-8,0-5-8]19 0-3-8,0-5-81 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 0.60 Vert(LL) 0.11 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.19 8-9 >864 180 BCLL 0.0 * Rep Stress Incr NO WB 0.56 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:192 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins. BOT CHORD 2x8 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-0-0,Right 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=3362/0-5-8,7=4020/0-5-8 Max Horz 1=-82(LC 23) Max Uplift 1=-1154(LC 8),7=-1207(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-5556/1911,3-4=-5338/1907,4-5=-5594/1796,5-7=-5791/1788 BOT CHORD 1-9=-1607/4807,8-9=-1035/3366,7-8=-1506/5032 WEBS 4-8=-618/2927,5-8=-235/410,4-9=-995/2536,3-9=-254/457 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. ,`.rte111111 I I/u,�' 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 `�� PS A. ,q 11 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ,% Ow. ..e 'j. 3)Unbalanced roof live loads have been considered for this design. �� `Z% ...\G ENS'•.'9 .j 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. �' F •L' . II;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 • No 39380 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) "b ' ; cc- 1=1154,7=1207. . STATE OF 141::: 8)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 4-0-12 from •••••-Q•' ��/ the left end to 12-0-12 to connect truss(es)to front face of bottom chord. '� •••• P:•• 9)Fill all nail holes where hanger is in contact with lumber. 10 6.1 O . \. C1$ LOAD CASE(S) Standard _ i'h, O N A'4111111l ss' 1)Dead+Roof Live(balanced):Lumber Increase-1.25,Plate Increase=1.25 Uniform Loads(plt) Thomas A.Alban/PE No.39380 Vert 1-4=-60,4-7=-60,10-14=-20 MITek USA,Inc.FL Cert 6634 Concentrated Loads(lb) 6904 Parke East Blvd.Tampa FL 33610 Vert:8=-1148(F)9=-1675(F)18=-1148(F)19=-1148(F)20=-1148(F) Date: July 11,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 5111.7473 rev.10/07/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mg a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabncation,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply ' T14531780 16092T0 T45 COMMON SUPPORTED GAB 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:37:05 2018 Page 1 I D:o7oVPOORbQC9BoD6udDB9DzO WDY-TIOaPgJkOmKX1D4ApW7IwxylA2VDELFHjr36dRyzSKi 6-11-8 13-11-0 6-11-8 6-11-8 5x6 - Scale=1.25.9 6 5 7 6.00 12 - — 8 4 22 21 - 3 — 9 4x5 % 10 4x5 2 .0 litt 11 E. -- ......-x':' - .x • �x,�xxxxxxxxxxxxxxxxxxx . • /xxxxxxxxxxxx, 3x6 II 20 19 18 17 16 15 14 13 12 3x6 II 13-11-0 13-11-0 Plate Offsets(X,Y)- [1:0-2-8,0-0-5],[2:0-2-5,0-2-0],[10:0-2-5,0-2-0][11:0-2-8,0-2-51_ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 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 0.06 Horz(CT) 0.00 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:78 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-8-5,Right 2x4 SP No.3 1-8-5 REACTIONS. All bearings 13-11-0. (Ib)- Max Horz 1=-91(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,17,18,19,20,15,14,13,12 Max Gray All reactions 250 lb or less at joint(s)1,11,16,17,18,19,20,15,14,13,12 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=45ft;L=24ft;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-0-0 to 2-11-8,Exterior(2)2-11-8 to 6-11-8,Comer(3)6-11-8 to 9-11-8,Exterior(2)9-11-8 to 13-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss Gable End De ails aslnd loads in the app/cable,or colane of nsult qualifiedss only. For studs building designer as perANSI/TPI (normal to the face),see Standard Industry `,`,-��t��PS AI►q,0/e' 4)All plates are 2x4 MT20 unless otherwise indicated. 4,� ``r' 44 Ie, �j 5)Gable requires continuous bottom chord bearing. ,•N,``e..*\C E N S...12'0 6)Gable studs spaced at 1-4-0 oc. \' k" ••• / i 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N O 39 380 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,17,18,19,20, 15,14,13,12. -0 ' CC X 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)11. =O'.� S TATE OF :�� °1 ' /0NAl. 1 E0% 1 �. ,I,IIIIII'%" Thomas k Alban/PE No.39380 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mit 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 braang of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531781 16092T0 T46 Common 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:37:06 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOWDY-xUyydOKM94SOKNfNNEe_S8UnIRnkzngRyVpg9tyzSKh 6-11-8 13-11-0 6-11-8 6-11-8 5x6 Scale=1:29.5 2 6.00 12 - 8 9 7 10 9 v 6x6 6x6 3 1 5 6 4x10 4 2x4 2x4 6-11-8 13-11-0 6-11-8 6-11-8 Plate Offsets(X Y)— [1:Edge,0-2_4j,[3:Edge,0-2-4j,[4:0-2-0,0-0-41[6:0-2-0,0-1-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.04 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.07 5-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:72 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=545/0-5-8,4=545/0-5-8 Max Horz 6=-120(LC 10) Max Uplift 6=-143(LC 12),4=-143(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-645/258,2-3=-645/258,1-6=-480/259,3-4=-480/259 BOT CHORD 5-6=-166/328,4-5=-148/263 WEBS 1-5=0/291,3-5=-1/295 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=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-11-8,Exterior(2) 6-11-8 to 9-11-8,Interior(1)9-11-8 to 13-9-4 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 0%11111111,,,� 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�'l _A .S A. A. 1 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 •% p •, •-‘4,6)10. will fit between the bottom chord and any other members. mss% ••Z% ••••\C+E N S'•••, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) • ••• \' •• , i 6=143,4=143. No 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 • sheetrock be applied directly to the bottom chord. •* 'O :-53'. STATE OF : 14/� it,. °NAL v- Thomas A Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEI<REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSU7Pl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type city Py • T14531782 16092T0 VO1 Valley 1 1 Job Reference(optional) Bulldog Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:37:07 2018 Page 1 ID:o7oVP0ORbQC9BoD6udD89DzOWDY-PhVI(qML wObFyXEboc9D?M14RrAdFhaB9YDIJyzSKg 6-8-2 I 13-4-4 6-8-2 6-8-2 5x6 = Scale=1:23.1 3 6.00 Fir 10 9 2x4 II 42x4 I I 2 oin5 1 It `11" J r Ci . _ • .-W � 3x4 % 6 7 6 3x4 2x4 I I 2x4 I I 2x4 I I 0-0-8 13-4-4 0-0-8 13-3-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 ' Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress lncr YES WB 0.06 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight 46 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 13-3-4. (Ib)- Max Horz 1=-71(LC 10) Max Uplift All uplift 100 lb or less at joint(s)7 except 8=-120(LC 12),6=-120(LC 12) Max Gray All reactions 250 lb or less at joint(s)1,5 except 7=284(LC 1),8=300(LC 21),6=300(LC 22) 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=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 6-8-2,Exterior(2)6-8-2 to 9-8-2,Interior(1)9-8-2 to 12-8-11 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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) Ts truss has been designed for a will fit between the bottom chord andlive anyload of 20.0psf o her members on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,`` �r,PS A�►�,,l111 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except(jt=lb) e,'e o .• �e '.� No 39380 yt * • = 1:13... STATE OF 111.1:: �F 'ot O R 10 '• ��`� '1s ;ONAl.E OS% Thomas A.Atbant PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11•7173 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based 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 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 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply a T14531783 1609210 V02 Valley 1 1 Job Reference optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:37:08 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOWDY-tt4i2iLdhhj6ZgplVfgSXZaEcF WvRiCkPpl mElyzSKf 4-0-2 8-0-4 4-0-2 4-0-2 Scale=1:15.2 4x5 2 7 6 6.00 12 ci 8 3 5 1 vo ._. - _ _.. -. .- - - - ----- _- —__ - - -.- -_- - - -.._.__ _. - -- __ 0 . . . . . . . . . . . . . o 4 2x4 2x4 2x4 7-11-12 8-0.4 7-11-12 0-0-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:25 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=138/7-11-4,3=138/7-11-4,4=264/7-11-4 Max Horz 1=40(LC 11) Max Uplift 1=-52(LC 12),3=-52(LC 12),4=-38(LC 12) 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.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 4-0-2,Exterior(2)4-0-2 to 7-0-2,Interior(1)7-0-2 to 7-4-11 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 6)wi l fit between the boom any me d Prlovide mechanical connection(bnothers)tof truss rto bearing late capable of withstanding 100 lb uplift at joint(s)1,3,4. ,,,, 1111 A.,,,Ili, lll ��0� G S'�• • ii• i • No 39380 1. '33 STATE OF 'J SFS; ........• C1%• Thomas k Alban!PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. In' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531784 16092TO V03 Valley 1 1 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 8.220 s Jun 14 2018 MiTek Industries,Inc. Wed Jul 11 09:11:00 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOWDY-Od?w3g6Pg2zK2sy9ByHZXaYNgeCWljspPYYDw4yzCOP 1-4-2 2-8-4 1-4-2 1-4-2 6.00 12 Scale=1:6.1 2 3 1 '7 0 .o: .__ - • - • o • • • • • • • • • • • • • • • 6 4x6 2x4 1-4-2 _ 2-8-4 14 -2 -- ----- ---- 1-4-2. Plate Offsets(X,Y)- [1:0-3-4,(Q-1-101,[1:0-1-12,Edgej,[1:0-7-15,0-3-4],[2:0-0-14,0-1-12j,[3:0-1-4,Edgel 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 0.01 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/TP12014 Matrix-P Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-8-4 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=57/2-7-4,3=57/2-7-4 Max Horz 1=-9(LC 10) Max Uplift 1=-15(LC 12),3=-15(LC 12) 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=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft,B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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 15 lb uplift at joint 1 and 15 lb uplift at joint 3. ` NS.,ISA. A4 • LOAD CASES) Standard • 0 ••� ENS 8,9�Iii, • No 39380 yF • yt - :t :1)'. STATE OF 8/0 NAL c- Thomas A.Alban'PE No.39380 MITek USA,Inc.R Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE ANI-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7PIM Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531785 16092T0 VO4 Valley 1 1 Job Reference(optional Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:37:102018 Page 1 I D:o7oVPOORbQC9BoD6udD89DzO WDY-pGCTSONtDJzppy8c4jwd_fXJ3A6vb20t6ntleyzSKd 11-1-14 11-1-14 2x4 I I Scale=122.7 3 r 4.00 12 2x4 II 2 7 r r%r 8 r 111 o ` XXXXXXXXXXXXXXXXXXX, _ X '-- . . . _ . 3x4 5 4 2x4 I I 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 0.33 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(CT) n/a - n/a 999 BCLL 0.0 ` Rep Stress Incr YES WB 0.09 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:40 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=201/11-1-2,4=78/11-1-2,5=526/11-1-2 Max Horz 1=138(LC 12) Max Uplift 1=-18(LC 12),4=-25(LC 12),5=-168(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-383/296 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-11-5 to 3-11-5,Interior(1)3-11-5 to 11-0-2 zone;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 wi l fit between bers. 5)Prlovide mechanical colt nectionom d b and others other of truss to bearing plate capable of withstanding100 lb uplift at joint(s)1,4 except 't=lb ��`,,11,,",I,,�11 5=168. ( Y ) Pa P P (1 ) ♦♦.♦,(;10PS A• g449 `r .• G�E N S of,„ No 39380 •* r * • ry. = -n • • c r 1 ' STATE OF 61,;•/ON A1-E .0% Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa ft 33610 Date: July 11,2018 -- A WARNING-VerVerilydesign parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/0.3/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not lot a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSL/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 714531786 1609270 r V05 Valley 1 1 — _ - •Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 8.220 s Jun 14 2018 MiTek Industries,Inc. Wed Jul 11 09:11:21 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOWDY-GgmsTOMakVcL343Bwt9UuOwss5HHjD3vEJ8gAMyzCO4 7-1-14 - -- - - ---- 7-1-14 - - -- -- - - 2x4 Scale=1:15.1 2 4.00 12 5 0 4 5-0-13 1 v 3 2x4 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=243/7-1-2,3=243/7-1-2 Max Horz 1=84(LC 12) Max Uplift 1=-50(LC 12),3=-78(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)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-11-5 to 3-11-5,Interior(1)3-11-5 to 7-0-2 zone;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 50 lb uplift at joint 1 and 78 lb uplift at joint 3. ,,,"lllll//��,' LOAD CASE(S) Standard �� SPS A. A, , •,�� No 39380 * • * • STATE OF 1141 • i,��S O N A-•/11111� . Thomas A Alban'PE No.39380 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not '• a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITfP11 quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job •Truss Truss Type Qty .Ply ' r T14531787 16092T0 V06 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:37:11 2018 Page 1 I D:o7oVPOORbQC9BoD6udD89DzOWDY-HSIrgkOV_c5gQ8XKAnE99CCmTSZPe3fA6mWRr4yzSKc 3-1-14 3-1-14 Scale:1.5"=1' 2 4.00 12 2x4 • 0 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 2x4 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight 9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-1-14 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=83/3-1-2,3=83/3-1-2 Max Horz 1=29(LC 12) Max Uplift 1=-17(LC 12),3=-27(LC 12) 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=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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. No 39380 -• • * * • CC :1' STATE OF Thomas k Albant PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek O connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531788 16092T0 V07 VALLEY 1 1 Job Reference(optional_ Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:37:12 2018 Page 1 I D:o7oVPOORbQC9BoD6udD89DzOWDY-meJDt3P71wDX216XkVI0iPkxZsuON WRJKQG_NXyzSKb _ 1-3-8 2-7-8 3-11-8 1-3-8 1-4-0 1-4-0 2x4 Scale=1:17.3 4 r 8 8.00 12 2x4 - J 3 2x4 2 1 ■ u - .CC 7 6 5 2x4 2x4 II 2x4 2x4 II 1-3-8 2-7-8 3-11-8 1-3-8 1-4-0 1-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/deft Lid 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 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 ` Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 3-11-8. (Ib)- Max Horz 1=101(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5,6,7 Max Gray All reactions 250 lb or less at joint(s)1,5,6,7 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.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 3-9-12 zone;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)5,6,7. Olt 11/1/ii i O PS• A. (0 •.• .••\GENS •• ,9/f• i �i • No 39380 CC O'.• STATE OF Li/ R. �,,O N Al Thomas k Albanl PE No.39380 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE 1111• Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,13513-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531789 • 16092T0 V08 Valley 1 1 Job Reference(gptional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:37:13 2018 Page 1 ID:o7oVPOORbQ C9BoD6udD89Dz0 WDY-Ertb5PPI WELOgShjHCGdEd HOiGCo6xITZ4?XvzyzSKa 2-8-0 5-4-0 2-8-0 2-8-0 Scale=1:33.5 3x6 -- 6.00 12 2 3x4 4x5 3 1 • '� v v c� m 5 4 2x4 3x4 5-4-0 5-4-0 Plate Offsets(X,Y)– [1:0-2-4,0-2-0],[2:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.15 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:36 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=202/5-4-0,4=202/5-4-0 Max Horz 5=203(LC 11) Max Uplift 5=-82(LC 8),4=-82(LC 9) Max Gray 5=229(LC 18),4=229(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-5=-235/285 BOT CHORD 4-5=-247/259 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=45ft;L=24ft;eave=4ft;Cat. II;Exp C;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 3)Gable requires continuous bottom chord bearing. 001111111/ii./ 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,•%%%_APS A. ,q� ♦♦♦♦ 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 $ �'`, • e will fit between the bottom chord and any other members. ,%A` ••\C E N S•••'92♦♦. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,4. •• \' •• i • No 39380 * • r * /y. = • cL Z �•.. STATE OF '••6 ;. NAl.•�‘.�`% X11111 Thomas k Albans PE No.39380 MITek US&Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 A,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI-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. Braang indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531790 16092T0 V09 Valley 1 1 Job Reference.optional) Building Component Supply, Jacksonville,FL-32258, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:37:14 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOWDY-i1 R_IIQNHXTFHbGvrvnsnggCsgY9rPDcokl5SPyzSKZ 2-8-0 5-4-0 2-8-0 2-8-0 Scale=1:25.5 3x6 8.001712- 2 .00 122 3x4 3x4 II 1 3 P N iJ 2x4 II 5 4 3x4 = 5-40 5-4-0 Plate Offsets [1:0-1-4,0-1-8),L2.0-3-0 Edgej_ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) n/a - Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) n/a - Na 999 BCLL 0.0 • Rep Stress lncr YES WB 0.08 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:32 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=202/5-4-0,4=202/5-4-0 Max Horz 5=-141(LC 10) Max Uplift 5=-53(LC 12),4=-53(LC 12) 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=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;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 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 wi l fit between e om and any her bers. 6)Prlovide mechanical colt nectiond(by others)tof trussrto bearing plate capable of withstanding 100 lb uplift at joint(s)5,4. ♦♦,,,��P,S A.�, 'I,, • ♦`Z, \c E Ns• e;��j, •No 39380 • r * —-0: -7 O • STATE OF Thomas A Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI.7473 rev.10/03/2015 BEFORE USE 1111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIlrP11 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,Alexandna,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 114531791 • 16092T0 V10 Valley 1 1 Job Referencejoptional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:37:15 2018 Page 1 I D:o7oVPOORbQC9BOD6udD89DzO WDY-AD?M W5R02rb6vlr5PdJ5K2MOB4uSatzm 1 OVe_ryzSKY 2-8-0 5-4-0 2-8-0 2-8-0 3x6 Scale=1.18.6 600 12 2 2x4 3x4 3 1 N r � 5 4 2x4 4x5 5-4-0 5-4-0 Plate Offsets(X,Y)- [1:0-1-12 0-1-8J,j:0-3-0 EdgeJ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 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 lncr YES WB 0.04 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (ib/size) 5=202/5-4-0,4=202/5-4-0 Max Horz 5=-80(LC 10) Max Uplift 5=-53(LC 12),4=-53(LC 12) 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=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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 6)wi l fit between e om d any Prlovide echaniical colt nectiond(by others)other truss to plate capable of withstanding100 lb uplift at joint(s)5,4. •��,, S A, ,// ( Y ) bearing P P %% N,o ..•S q4e • ,�•� . ' GEN .'92 • No 39380 * r * • • �L : O•• STATE `OF F : .• Li P \ ,',�SO RS • �• ,•ONA� - 0 Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7I73 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 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 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T14531792 • 16092T0 V11 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 10 13:37:15 2018 Page 1 I D:o7oVPOORbQC9BoD6udD89Dz0 WDY-AD?M W5R02rb6vlr5PdJ5K2M R74uXatem 1 OVe_ryzSKY 2-7-135-3-10 2-7-13 _ - 2-7-13 3x6 Scale=1:11.1 2 6.00 12 3 1 v 9 0 2x4 2x4 5-3-2 5-3-10 -- - -- -- --- - - - - 5-3-2 0-0-8 Plate OffsetsX,Y)- [2:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 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 Ina YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-3-10 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=162/5-2-10,3=162/5-2-10 Max Horz 1=-24(LC 10) Max Uplift 1=-42(LC 12),3=-42(LC 12) 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=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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)1,3. �� l.,,, • s%,``Z` .•.\ E NS. ,971 , No 39380 * r .e� 0 • :M �O '.. STATE OF 411�/` Thomas k Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 11,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 9111-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/ Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. I ( (Drawings not to scale) Damage or Personal Injury MMDimensions are in ft-in-sixteenths. I44 Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI. TOP CHORDS 2. Truss bracing must be designed by an engineer.For U-1116" 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I p bracing should be considered. 11111111Apr i 3. Never exceed the design loading shown and never = 1 ijApr.1 h i U stack materials on inadequately braced trusses. p4. Provide copies of this truss design to the building c7-e c6-7 cs-s ~ designer,erection supervisor,propertyowner and For 4 x 2 orientation,locate BOTTOM CHORDS all other interested parties. plates 0- ',Id' from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each - This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint - required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 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 1 PLATE SIZE use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. ' the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that :OPIndicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs relyon lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, g or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. ■ reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 11111E11 it 18.Use of green or treated lumber may pose unacceptable r environmental,health or performance risks.Consult with project engineer before use. Industry Standards: WI , b ANSI/TPI1: 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 is not sufficient. DSB-89: Design Standard for Bracing. BCSI: BuildingComponent SafetyInformation, 20.Design assumes manufacture in accordance with P1e Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate ' Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015