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1674 MARITIME OAK DR - TRUSSES ......<7<pi ,„,... i M BCS BUILDING COMPONENT SUPPLY, INC. 4627 JP HALL BLVD. SUITE 2 0 B GREEN COVE SPRINGS, FL 32043 0: 904.297.9390 F: 904.529. 1406 .w+m j BEARING HEIGHTS 404001 - .--- "--- —+—00100 ---� - 124100 1 OI- 1 1 /ell .IA -1----.- 1 2 01 711 WPM F,2 lid L rix 1440 . i' a l -I, F12 14/0 h ,, -- "2 nz ,gym I� - --- 1 P11 2. . g - - I. LOaC1 -- i ^4« i'v . TOS ',:140 6 1 l,^,w TOB 'os Fn —,41m , re 41-00 w. -i -] •1 - TOB' - -- I IF,1 ..e..•.FN -_1------111-0-0�0___ ,s m TWO ,�Y. STORY -- Fit s-bof FOYER F++I MIS THIS IS A TRUSS PLACEMENT gY _ DIAGRAM ONLY. F0' 20000 - I��"M'�M These trusses are designed as F03 2,,;,, i I I NiI individual building components to be incorporated into the building design at ?000° g g g I� I the specification of the building F. e e � & Poe 2.0000 VOEILSO designer. See individual design sheets Rd T_______,. I'. I :t : : � __ for each truss design identified on the 2-0011 '' I .._.I �. placement drawing. The building 7-0040 designer is responsible for temporary ' !� III II ILII I 24000 $ and permanent bracing of the roof and "2 naa 5 $ $ $ 8 $ a a a Ill l 1 $ • 1 1 a i � - � - � 1 1 ; - � 1 - $ ��i floor system and for the overall 24100 structure. The design of the truss 1,02 2-0e41 a E. a s a a s a "e a .- e e "e € .- ? e i I support structure including headers, ,�, beams, walls, and columns is the B� >,01, II 4 d k @ v N . 1 • responsibility of the building designer. For general guidance regarding bracing, consult"Bracing of Wood „4,41 __- Trusses" available from the Truss Plate Institute, 583 D'Onifrio Drive; Madison, --- --— F-Floor T ConnedaF List j Roof Truss Connector List WI 53179. ProductProduct— Oly,, Manuf Product my ATTENTION. Product PNOa Net nCENTER®LVL 2.0E 1 314 X� SP THD414 2 2 I 1 I USP JUS24 6 Refer to truss layout and engineering .nCENTER®LVL 2.0E 1 314'x 18' 4 4 USP THD 1 USP T26 15 documents that arrive with delivered nCENTER®LVL 2.0E 1 314'x 18' 2 2 J USP THD46 46 14 USP THOHDH28-3 1 USP THDH28-2 1 1field trusses. Unless noted otherwise, all beams are by others. REVISION DATE CHECKED BY 00/00/1 5 TOLL CLIENT BROTHERS ATLANTIC BEACH SUBDIVISION HERITAGE MODEL TERRAND ELEVATION SHINGLE DRAWN BY LOT # RAS DATE FIRST FLOOR LAYOUT 123 05/12/2017 SCALE: 3/ 1 611 = 1 �OII REF 12978 OFFICE COPY 7.77.6° . .104-03 21144340 311.07.05 9.03-00 . 11430.00 7 mu n. .O O .N J36 ' 11 20 J76 I0430m ■ —. — taiae Tb 1> .. .:. _ _. 2.0000 -- Ttf -. 243000 I M a ! ) I ! I - 31t�l�C 243000 0 - 050 i � - c _ T� .. . e IrYi a - $ MN - - aew,ry�. 243000 EJ50 R R - n' ,0 _ a - 1 $ AMU 3 ria it 244,4 8 ±-)r: - '' % /.4.. I ii , . zpm NI to ceu�o I ii I45 0 n � ---....----SAO air '�` F, d EJfe $, 1 I. �a i :-_- —i.. 1— . . . . . - 1 : I • ; ; 1 . 1 . 1 . ; . i • - ,430430 gCr 74063 703.60 5-00-03 $.,,436 . PIotID Length FB03 28`05-08 FBO1 19-05-08 FB04 10`04-00 SECOND FLOOR LAYOUT SCALE: 3/ 1 6" = 1 '0" mimi mils * Lumber design va e rin accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTeIC RE: 12978TOA - MiTek USA, Inc. 6904 Parke East Blvd. Site Information: lama,a,FL 33610-4115 Customer Info: Toll Brothers -Atlantic Beach Project Name: . Model: Terrano - 6ningle Lot/Block: 123 Subdivision: Atlantic Beach Address: 1674 Maritime Oak Dr., . City: Atlantic Beach 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: FBC2014/TPI2007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 91 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 ( , 11 j T11189756 1 EJ07 5/22/17 118 j T11189773 F09 , 5/22/17 1_2 17111897571 EJ13 5/22/17 119 1T11189774 F10 15/22/17 t'4 13 1T1 1 1 89758 1 EJ15 5/22/17 120 1T1 1 1 89775 1 F11 1 5/22/17 C3 4 1T11189759 EJ23 5/22/17 121 1T11189776: F12 1 5/22/17 .t 15 1T11189760 EJ36 5/22/17 122 1T11189777 F13 1 5/22/17 16 1T11189761 EJ37 1 5/22/17 23 T11189778' FG01 1 5/22/17 s. [_1 T11189762 EJ48 1 5/22/17 24 T11189779 FG02 1 5/22/17 18 1 T1 1 1 89763 1 EJ49 1 5/22/17 125 T11189780 HJO7 1 5/22/17 19 1 T1 1 1 89764 1 EJ50 1 5/22/17 126 1 T11189781 HJ 13 1 5/22/17 110 1 T11189765 1 F01 1 5/22/17 127 1 T1 1 1 89782 1 HJ15 1 5/22/17 111 17111897661 F02 15/22/17 128 1 T1 1 1 89783 1 H.123 ' 5/22/17 112 1 T11189767 I F03 1_5/22/17 129 J311189784HJ36 5/22/17 113 1 T11189768 I F04 1 5/22/17 130 1T111897851-11J37 5/22/17 114 1T11189769 F05 1 5/22/17 131 I T1 1 1 89786 1 HJ48 1 5/22/17 115 T11189771 F07T111897701F06 ', 5/22/17 132 1 T1 1 189787 1J01 1 5/22/17 16 I 5/22/17 33 T11189788 1J03 1 5/22/17 117 1 T11189772 1 F08 1 5/22/17 134 1 T111897891J05 1 5/22/17 toitiliesifil The truss drawing(s) referenced above have been prepared by MiTek ••" w\)US. LEF �ee, USA. Inc. under my direct supervision based on the parameters .%% •..��G E '..... I. provided by Building Component Supply. N. :� 4 Truss Design Engineer's Name: Lee, Julius : *; �� �� 0 �_ I. 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 �:, 'TE OF :141 that the engineer named is licensed in the jurisdiction(s)identified and that the ,� P;.1• . designs comply with ANSI/TPI 1. These designs are based upon parameters ••, 6N..'.. • R\0.•'��. shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ees given to MiTek. Any project specific information included is for MiTek's customers '1.�'O N Al- ��� � file reference purpose only,and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design Julius Lee PE No.34869 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 ANSITPI 1,Chapter 2. Date: May 22.2017 Lee.Julius 1 of 2 RE: 12978TOA - Site Information: Customer Info: Toll Brothers - Atlantic Beach Project Name: . Model: Terrano - Shingle Lot/Block: 123 Subdivision: Atlantic Beach Address: 1674 Maritime Oak Dr., . City: Atlantic Beach State: FL No. Seai# Truss Name Date No. Seal# Truss Name Date 135 711189790 J11 15/22/17 78 T11189833 T31 5/22/17 36 T11189791 J13 5/22/17 79 1111898341132 15/22/17 37 T11189792 J21 5/22/17 80 1111898351133 15/22/17 38 T11189793 J22 5/22/17 81 1111898361 T34 15/22/17 j 39 T11189794 J31 5/22/17 82 1111898371135 5/22/17 40 T11189795 J33 5/22/17 83 T11189838 T36 5/22/17 . 41 T11189796 J34 5/22/17 84 T11189839 T37 5/22/17 42 T11189797 J35 5/22/17 85 Ti 1 1 89840 1 T38 5/22/17 43 T11189798 J36 5/22/17 86 11111898411139 5/22/17 44 T11189799 J39 5/22/17 87 11111898421 T40 5/22/17 45 T11189800 J42 5/22/17 88 11111898431141 5/22/17 46 T11189801 J44 5/22/17 89 1 1111898441 V01 5/22/17 47 111189802 LJ46 5/22/17 90 11111898451V02 5/22/17 48 1111898031 T01 5/22/17 91 T11189846 V03 5/22/17 49 1111898041102 5/22/17 50 7111898051 T03 5/22/17 51 1111898061 T04 5/22/17 52 1111898071105 5/22/17 53 1111898081 106 5/22/17 54 111189809:T07 5/22/17 55 T11189810 j 108 5/22/17 56 111189811 1 T09 5/22/17 57 111189812 1110 5/22/17 58 111189813 111 5/22/17_j 59 1111898141112 5/22/17 [60 1111898151113 5/22/17 61 1111898161114 5/22/17 62 1111898171115 5/22/17 63 1111898181116 5/22/17 64 (1111898191117 5/22/17 65 111189820 118 5/22/17 66 1711189821 1119 5/22/17 67 17111898221 T20 5/22/17 68 11111898231121 5/22/17 69 111189824 1122 5/22/17 70 111189825 1123 5/22/17 71 1111898261124 5/22/17 72 1111898271125 5/22/17 73 1111898281126 5/22/17 74 1111898291127 5/22/17 75 1111898301128 5/22/17 76 1111898311129 5/22/17 77 1111898321130 5/22/17 2 of 2 Job itruss truss Type Ply 111189756 12978T0A .EJ07 Jack-Open 2 I 1 Job Reference(optional) Building Component Supply.Jacksonville,Fl 32256 Run:8.110 s Mar 31 2017 Print.8.110 S May 6 2017 MiTek Industries,Ira, Mon May 22 14:41:50 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-adpIRlvTazmLa5c2btDVsHlChstkjeOwc2X15VzDw4? 7-0-0-1- 4-0700 1 1-4-0 Scale=1:25.7 3.00 12 3 y 7 6 3x4 2 • 0 1 �Id o la v Tr iti N I 11 � I 4W 4 5 5x10 MT2OHS LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.16 4-5 >498 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.29 4-5 >283 180 MT2OHS 187/143 BOLL 0.0 ' Rep Stress incl YES WB 0.00 Horz(T'L) 0.40 3 ilia rVa BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purtins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. f MiTek recommends that Stabilizers and required cross bracing ' I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=373/0.5.8 (min.0-1-8),3=186/Mechanical,4=76/Mechanical Max Horz 5=171(LC 12) Max Uplift 5=-143(LC 8),3=-122(LC 8) Max Gray 5=373(LC 1),3=186(LC 1),4=129(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-313/279 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45th L=24ft;eave=4th Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1.4-7 to 1-7-9,Interior(1)1-7-9 to 6.11.4 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)All plates are MT20 plates unless otherwise indicated. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 143 lb uplift at joint 5 and 122 lb uplift at joint 3. LOAD CASE(S) Standard � I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER'REFERANCE PAGE 9111.7473 rev.10pt3/2016 BEFORE USE ill Design valid for use only with Mllekto connectors.Ibis design is based only upon parameters shown,and is fa an kidivkkal building cornporenL not a truss system.Before use,the txAding designer must verify the applicability of design['ammeters and properly incorporate this design Into the overall building design. &acing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always requited for stability and to prevent collapse with possible personal nfuy and property damage. For general guidance re ding the latrdcatlon,storage,delivery,erection and bracing of trusses and truss systems,see-ANSI/Mil Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Sdety Information avWable from truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 IJob truss Truss Type 4 1Qty I Ply 711189757.. 12978T0A EJ 13 Jack-Open 3 1 Job Reference(optional) Building Component Supply.Jacksonville.F132256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTek industries.Inc. Mon May 22 14:41:50 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-adplRlvTazmLa5c2btDVsH1 MbseGjeOwc2XI5VzDw4? -t-4.0 f -- 2.10.8 1-4-0 2-10-8 Scale=1:10.6 3 5.00 12 8 .y 9 2 II 1 4 2x4= 0.4.12 , as 12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 3=62/Mechanical,4=30/Mechanical,2=216/0-3-8 (min.0-1-8) Max Horz 2=84(LC 12) Max Uplift 3=-38(LC 12),4=-25(LC 9),2=-152(LC 12) Max Gray 3=62(LC 1),4=48(LC 3),2=216(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0pst;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)-1-4-11 to 1-7-5,Interlor(1)1-7-5 to 2-9-12 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.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 38 lb uplift at joint 3,25 lb uplift at joint 4 and 152 lb uplift at joint 2. LOAD CASE(S) Standard t I V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MI1.7473 rev.1003/2015 BEFORE USE Design valid for use only with Mltekn connectors.this design is based only upon parameters shown,arxt is for on individual al 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 txacing MiTek' Is always required for stabllty and to prevent collapse with possible personal triply and property ctartr( to. for general guidance regarding the fabrication,storage,delivery,erection and bracing 01 trusses cnd truss systems,seeANSI/1PD Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East BNd. Safety Information avalable from Trus Plate Institute.218 N.Lee Street.Sidle 312,Alexandria.VA 22314. Tampa.FL 33610 'Job .Truss 'Truss Type a k Qty -Ply I 111189758 12978T0A EJ15 !Jack-Open ;2 1 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 Run:8.110 s Mar 31 2017 Print.8.110 s May 6 2017 MiTek Industries.Inc. Mon May 22 14:41'51 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-2pN8e5v5LHuCC FAEBbIkPUaTDGvsS5G4giHleyzOw4_ -1-4-0 5.0-0 1---- 1-4-0 5-00 Scale=1:15.0 3 5.00 12 4.# o N B a cv 7 2 WI 1NV 4 Nur 3x4= 0-4-12 1-1 0-4-12 1-- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.10 4-7 >620 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.07 4-7 >825 180 BCLL 0.0 • Rep Stress Incr YES , WB 0.00 Horz(TL) -0.00 3 n/a ria BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:18lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I MiTek recommends that Stabilizers and required cross bracing 1 be Installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=124/Mechanical,4=61/Mechanical,2=293/0-3-8 (min.0-1-8) Max Horz 2=120(LC 12) Max Uplift 3=-79(LC 12),4=49(LC 12),2=-188(LC 12) Max Gray 3=124(LC 1),4=89(LC 3),2=293(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25f1;B=451h L=241t;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1.4-11 to 1-7-5,Interior(1)1-7-5 to 4-11-4 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 79 lb uplift at joint 3,49 lb uplift at joint 4 and 188 lb uplift at joint 2. LOAD CASE(S) Standard I r a WARNING-Verify design parametare and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE MR-7473 rev.10413/2015 BEFORE USE. mit Design valid for use only with Mick®connectors.this design is based only upon rxxarneters shown,and Is to an iWMdual Wilding component.not a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design Into the overall briding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek- Is always required for ski,lily and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the labrlcatbn,storage,delNery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Qualify Crtteda,DSB-89 and BCS'Building Component 6904 Parke East Blvd. • Safely Information available from Truss Plate institute.218 N.Lee Street,Sidle 312.Alexandria.VA 22314. Tampa.FL 33610 • !Job ITruss Truss Type A 30Qty IPly 111189759 I12978T0A IEJ23I Jack-Open 6 1 Job Reference(optional) Building Component Supply.Jacksonville,Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 Wok Industries,Inc. Mon May 22 14:41:51 2017 Page 1 ID:Bkpdgaw4zVr2j..Z9cn5x6Uz5Rx2.2pNee5v5LHuCCFAE8bIkPUaW 2G_2S5G4gi HleyzDw4_ -1-4-0 3-0-0 1-4-0 i 300 Scale=1:14.4 3 riWiii 5.00 12 1 • 6 i 2x4 I i 2 m N il 1 AlEii....111.1.01 4 5 2x4 .1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.01 4-5 >999 240 ' MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 3 n/a Na BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=229/0-5-8 (min.0-1-8),3=62/Mechanical,4=24/Mechanical Max Horz 5=114(LC 12) Max Uplift 5=-96(LC 12),3=-44(LC 12) Max Gray 5=229(LC 1),3=62(LC 1),4=51(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 2-11-4 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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 96 lb uplift at joint 5 and 44 lb uplift at joint 3. LOAD CASE(S) Standard iA WARNING-Verrly dplyn parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 8111-7473 rev.7r1D3?ef5 BEFORE USE �l• Design valid fax use only with Milek�)connectors.this design is based only upon parameters shown,and is for m Yxgv dual building component,not a truss system.Before use,the building designer must verily the ap plicabllty of design txnaneters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary aid permanent bracing MiTek' Is always required for stability and to prevent collapse with passible personal Inks,/and properly damage. for general guidance regarding tire fabrication,storage,delivery,erection and bracing ng of trusses and truss systems,seoANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information(minable from truss Plate institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss TypeIQ9ty -Ply � k 111189760 12978T0A EJ36 Jack-Open 91 Job Reference(optional) Building Component Supply,Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTek industries,Inc. Mon May 22 14:41:52 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-W?wW sQwj6b03pOIQilGzyi6cKgEuBYW D3M0s9OzDw3z -1-4.06-2-8 { 1-4-0 6-2.8 Scale=1:17.4 3 i 5.00 ril N N N N i0 N 8 2 il 1 N . . 1 . 4 3x4= 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 0.51 Vert(LL) 0.09 4-7 >815 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.18 4-7 >410 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP • Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=159/Mechanical,2=339/0-5-8 (min.0-1-8),4=78/Mechanical Max Horz 2=141(LC 12) Max Uplift 3=-88(LC 12),2=-124(LC 12) Max Gray 3=159(LC 1),2=339(LC 1),4=113(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vutt=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0pst;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 6-1-12 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 to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 88 lb uplift at joint 3 and 124 lb uplift at joint 2. LOAD CASE(S) Standard 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.1003/2015 BEFORE USE IASI Design valid for use only with Mileksh connectors.this design Is based only upon parameters shown,and Is for an iodMd cd bulding component,not a truss system.Before use.the bulking designer must verify the oppllcabllty of design parameters and properly Incorporate this design Into the overall baking design. Brecht)Indicated is to prevent buckling of indvidud truss web and/or chord members only. Additional temporary c nd permanent tracing MiTek' is always required for stability auxd to prevent collapse with possible personal friary and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/WPl1 Quaity Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bbd. Safety Information available from Truss Plato Inslltute,218 N.Lee Street,Salle 312.Alexandria VA 22314. Tampa.FL 33610 Job Truss I truss Type A 11:-.My 1Ply 111189761 12978T0A EJ37 Jack•Open 17 1 Job Reference(optional) ` BuildingComponent Supply.Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 Mirk Industries.Inc. Mon May 22 14:41:52 2017 Page 1 I D:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-W?wW sOwj6b03pOIQifGzyi6ahgCV BYW D3M059OzDw3z 7-0-0 1 - -1-4-0.4 — i .0 7-0.0 Scale=1:18.9 3 If • ,' 5.00112 o rb 9 d m N 8 2 - -I -- --- - c- 4. 1 '. 4 3x4= LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.13 4-7 >639 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.30 4-7 >281 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3.181/Mechanical,2=369/0-5-8 (min.0-1.8),4=89/Mechanical Max Horz 2=154(LC 12) Max Uplift 3=-102(LC 12),2=-128(LC 12) Max Gray 3=181(LC 1),2=369(LC 1),4=128(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opst;BCDL=5.Opsf;h=25ft;B=4511;L=24ft eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 6-11-4 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit 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 102 lb uplift at joint 3 and 128 lb uplift at joint 2. LOAD CASE(S) Standard mit0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7073 rev.IGrV3/20IS BEFORE USE. Design valid for use only with Milekbo connectors.Ibis design is based only upon parameters shown.and Is for an Individual Ix/Cling component,not a truss system.Before use,the building designer must verify the applicoblily of design parameters and properly Incorporate Ibis design Into the overall I-Aiding design. Bracing Indicated is to prevent buckling of individual anus web and/or chord members only.Additional temporary and permanent bracing M iTek. Is always required for stabil ty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iabricatkm,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI l Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available trom Truss Rate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 !Job Truss Truss Type l aty Ply 111189762 I 12978T0A EJ48 Jack-Open .9 1 Job Reference(optional) Building Component Supply.Jacksonville,FI 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 Mask Industries,Inc. Mon May 22 14:41:53 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-?CUu3mxLtuBvRYKdGOnCUAZ4Xkw?mM IOmPhgzDw3y -1-4-0 7.6-0 1.4-0 7-6-0 Scaie=1:19.9 3 5.00 1T1 of 9 N 8 ac- 2 1 4 3x4= LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) t/defl Lid 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.16 4-7 >544 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.39 4-7 >226 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a r1/a BCDL 10.0 ; Code FBC2014/TPI2007 Matrix-MP Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=195/Mechanical,2=389/0-5-8 (min.0-1-8),4=95/Mechanical Max Horz 2=163(LC 12) Max Uplift 3=-110(LC 12),2=-131(LC 12) Max Gray 3=195(LC 1),2=389(LC 1),4=137(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=2511 B=4511;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 7-5-4 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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 110 lb uplift at joint 3 and 131 lb uplift at joint 2. LOAD CASE(S) Standard Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/032015 BEFORE USE. Design valki for use only with MIIekS)connectors.lhls design is based only upon p someters shown.and Is for an IndMdual building component,not a truss system.Before use,the twlldng designer must verify the applicability of design parameters and properly incorporate this design Into the overall bwNdng design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' k always required for stability and to prevent collapse with possible personal Injury and properly damage. For general grkkrrce regarding the 6904 Parke East Blvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality CrIterla,DSB-89 and BCSI Building Component Safety Inlormatlon available horn truss Ptate InsttMe.218 N.Loo Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job I Truss Truss Type t I Qty I Ply T11189763. 12978TOA EJ49 Jack-Open 11 1 Job Reference(optional) Building Component Supply,Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 5 May 6 2017 MiTek Industries,Inc. Mon May 22 14:41:53 2017 Page 1 I D:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-?CUu3mxLtuBvRYKdGOnCUvfji4X5w?mMIOmPhgzDw3y I 7-3-0 — 1 7-3-0 Scale=1:20.7 2 , . 5.00 51 a, • 7 N (7 M I I � 3x4= 3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weft Ud 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.15 3-6 >569 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.36 3-6 >239 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=287/0-2-8 (min.0-1-8),2=193/Mechanical,3=94/Mechanical Max Horz 1=123(LC 12) Max Uplift 1=-48(LC 12),2=-113(LC 12) Max Gray 1=287(LC 1),2=193(LC 1),3=135(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=5.0psf;BCDL=5.0ps1;h=25ft;B=4511;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-2-4 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 20.0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)1. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 48 lb uplift at joint 1 and 113 lb uplift at joint 2. LOAD CASE(S) Standard mill 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MN-7473 rev.70/03/2015 BEFORE USE. Design valid for use only with MIkskJS connectors.This design Is based only upon parameters shown.and Is for an individual bwlding component.not a lass system.Before use.the bulidrnp designer must veilty the applicabilty of design paramotors and properly Incortx,iate this design Into the overall !AMI design. &acing Indicated is to prevent buckling of Irndvidud truss web and/or chord members only. Additional temporal,/and permanent tracing MiTek' is always recldred for stability amid to prevent collapse with possible personal INury and property ri rricige. tor general guidance regarding the fabrication,storage,delivery,erection arxd bracing of Misses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 223h1. Tampa.FL 33610 Job Truss ITruss Type , a Qty Ply 711189764 12978T0A EJ50 Jack-Open ',2 1 Job Reference(optional) Building Component Suppy,Jacksonville.Fl 32256 Run:8:Bk s Mar z r2 Print: x6U s May 6 201O2 GM6y_ek Industries.Inc. Mon May I SO X 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-T02GG6y_eCGm3ivpgjfRl7CuSTtKfSOW XgVyEGzDw3x 7-3-0 7-3-0 Scale=1:19.8 2 5.00r 7 Jr ch 1 L r - 3x4= 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.15 3-6 >569 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.36 3-6 >239 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:23 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=287/Mechanical,2=193/Mechanical,3=94/Mechanical Max Horz 1=123(LC 12) Max Uplift 1=-48(LC 12),2=-113(LC 12) Max Gray 1=287(LC 1),2=193(LC 1),3=135(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=24fF eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3.0-0 to 7-2-4 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.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 48 lb uplift at joint 1 and 113 lb uplift at joint 2. LOAD CASE(S) Standard A WARNING-Verify design parameters end READ NOTES ON THIS AND WCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MIIek19 connectors.Ills design Is based only upon parameters shown,and is for an i cilwival twlding component,not a truss system.Before use-the[wilding 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 oNy.Adritioncl temporary and permanent bracing M iRek' 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 end bracing of tnuses and truss systems seeANSI/IP11 Quarry Criteria,D5B-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria-VA 22314. Tanga.FL 33610 IJob !Truss 'Truss Type 4 1" Ply 111189765 12978T0A F01 GABLE It 1 l 1 Job Reference(optional) Building Component Supply,Jacksonville.Fl 32256 Run:8.110$Mar 31 2017 Print:8.110 s May 6 2017 MITek Industries.Inc. Mon May 22 14:41:56 2017 Page 1 I D:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-PnA1 hozEApW U 103Cx8Kv6YHOpHiv7Mzp_319zDw3v 0,1(8 0-11-8 Scale:3/8'=1' 3x4- 3x6 FP— 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 "S— e ! y I� i • ;• a a .=. •• a r v '• 34•• 33 32 31 30 29 28 27 26 2524 23 22 21 20 19 18 3x4= 3x4= 3x6 FP= 3x4= 1 1.6.12 1 2-10-12 I 4-2-12 I 5-6-12 } 6-10-12 I 8-2-12 9-6-12 I 10-10-12 t 12-2-12 I 13-6-12_4 14-10-12 16.2.12_ 1 17-6-12 _18_10-12 19-6.8 1-6-12 1-4.0 1.4.0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 b-7-12 Plate Offsets(X,Y)-- (33:0.1-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) rt/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 I BCLL 0.0 Rep Stress lncr YES WB 0.04 Horz(TL) 0.00 33 n/a n/a I BCDL 5.0 Code FBC2014/TPI2007 Matrix-S I Weight:89 lb FT=20%F,114'°E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6.0.0 oc bracing, Except: OTHERS 2x4 SP No.3(flat) 10-0-0 oc bracing:33-34. REACTIONS. All bearings 19-6-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)34,33,32,31,30,29,28,27,26,24,23,22,21,20,19 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard • ith• Q WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITES REFERANCE PAGE MII-7473 rev.10/0312015 BEFORE USE. Design valid far use only with Mllek®connectors.Ibis design is based only14)011 parameters shown.and Is for an Individual lwA<Ang component.not a truss system.Before use,the building designer must verity the ca.dicabliy of design parameters and properly incorporate this design Into 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• a always required for stability and to prevent collapse with possible personal!dm and properly damage. For general gukia nce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCS!Building Component 6904 Parke East Blvd. Safely information available from Truss Plate institute.218 N.Lee Street,State 312.Alexandria.VA 22314. Tampa,FL 33610 Job 'Truss Fuss Type . s Qty Ply 111189766 12978T0A F02 Floor 8 I 1 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 S May 6 2017 MiTek Industries,Inc. Mon May 22 14:41:56 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-PnA1hozEApWUI03Cx8Kv6YHG3HWh7C8p_319zDw3v 0-1-8 1.3-01-3-8 . 0-d-8 I - Scale=1:32.8 4x6= 4x6= 4x6= 1.5x3= 4x6= 1.5x3 I 1.5x3 I 3x6 FP= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 23 g_r _.7 16 , -.•-lam WA-IIg 24 rte• _ - Y -. 14 n -- a -- .-_ M. 21 20 19 18 17 16 15 14 13 4x6= 4x6= 3x12 M18SHS FP= 4x6= 4x6= 1-6-0I 4.0.0 I 6.6.0 - } 13.0.8 __.__-- I 15-6-8 l 18-0-8 i 19.6.8 . 1-6-0 2-6-0 2-6-0 6.6.8 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- 11:Edge,0-1-81,[11:0-l-8,Edge1,f16:0-1-8,Edgel,[17:0-1-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.32 16-17 >716 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(TL) -0.50 16-17 >459 240 M18SHS 244/190 BCLL 0.0 Rep Stress Ina YES WB 0.66 Horz(TL) 0.09 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:101 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins, except BOT CHORD 2x4 SP No.1(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 22=1055/0-5-8 (min.0-1-8),12=1055/0-3-0 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 22-23=-1050/0,1-23=-1048/0,12-24=-1050/0,11-24=-1048/0,1-2=-1080/0,2-3=-2697/0, 3-4=-3712/0,4.5=-4208/0,5-6=-4208/0,6-7=-4208/0,7-8=-3712/0,8-9=-2697/0, 9-10=-2697/0,10-11=-1080/0 BOT CHORD 20-21=0/2036,19-20=0/3332,18-19=0/4064,17-18=0/4064,16-17=0/4208,15-16=0/4064, 14-15=0/3332,13-14=0/2036 WEBS 11-13=0/1394,1-21=0/1394,10-13=-1330/0,2-21=-1330/0,10-14=0/919,2-20=0/919, 8-14=-884/0,3-20=-884/0,8-15=0/528,3-19=0/528,7-15=-490/0,4-19=-490/0, 7-16=-174/524,4-17=-174/524 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 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. LOAD CASE(S) Standard a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. NT Design valid for use only with MI1ek i connectors.Ids design is based only Upon parameters shown.and Is lou an individual bolding component,riot a truss system.Belore use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. &acirng Indicated Ls to prevent buckling of Irxiiv dual truss web and/or chord members only. Additional temporary and permanent bracing MiTe k' Is always required for stability and to prevent collapse with possthle personal injury and property rty damage. For general gukiasce regading the fabricalkrn,storage,delivery.erection and bracing of trusses and truss systems.sec:ANSI/1PI I Quality Criteria,DSB-89 and BCS'Building Component 6904 Parke East Bird. Safety Information avdlable from Truss Plate Institute.218 N.Lee Street.Suite 312.Noxarudrki,VA 22314. Tampa,FL 33610 ;Job Truss (Trus Type k ,Oty Ply IT11189767 11297870A F03 ;Floor 3 1 Job Reference(optional) BuildingComponent Supply,Jacksonville-Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 0 May 6 2017 MiTek Industries.Inc. Mon May 22 14:41:57 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-tzkPv8_sx7eLwAeOVrr8elpR?htXseEyDekcgbzDw3u 0-1-8 I 1.3_0 [ 1-0-8 HScale:3/8'=1' 4x6= 3x6 1.5x3- 3x6= 1.5x3 I 1.5x3 II 3x6 FP= 4x6= 1 2 3 4 5 6 7 8 9 10 11 . i 1 ( / X 9 1° l• -./. ----= /9 4,1_1 9 , .7 • „.-/- -1-. 21 20 19 18 17 16 15 14 13 12 4x6= 3x6_ 3x12 Ml8SHS FP= 4x6= 1-6-0 4.0.0_ 6.6.0 _ 12-9-8 154-8 17-9-8 I 19-3-8 I 1-6-0 2-6-0 2-6-0 —� 6-3-8 2-6.0 2-6-0 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8),[14:0.1-8,Edgel,[17:0-1-8,Edgel,[18:0-1-8,Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/dell lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) -0.31 17-18 >743 360 MT20 244/190 TCDL 10.0 I Lumber DOL 1.00 BC 0.75 Vert(TL) -0.48 17-18 >476 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.08 12 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:101 lb FT=20%F,1146E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5.8-9 oc purlins, except BOT CHORD 2x4 SP No.1(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 22=1041/0-5-8 (min.0-1-8),12=1047/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 22.23=-1036/0,1-23=-1034/0,11.12=-1041/0,1-2=-1065/0,2-3=-2653/0,3-4=-3640/0, 4-5=-4103/0,5-6=-4103/0,6-7=-4103/0,7-8=-3640/0,8-9=-2654/0,9-10=-2654/0, 10-11=-1063/0 BOT CHORD 20-21=0/2006,19-20=0/3274,18-19=0/3978,17-18=0/4103,16-17=0/3979,15-16=0/3979, 14-15=0/3274,13-14=0/2008 WEBS 11-13=0/1415,1-21=0/1374,10-13=-1315/0,2.21=-1310/0,10-14=0/898,2-20=0/900, • 8-14=-862/0,3-20=-864/0,8-15=0/509,3-19=0/508,7-15=-472/0,4-19=-471/0, 7-17=-182/481,4-18=-182/481 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)Refer to girder(s)for truss to truss connections. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks . to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard t r A WARNING-Verily diefyn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7173 rw.10/03i2016 BEFORE USE NI Design valid for use only with Weide connectors.this design Is based only upon n ixn<xnoters shown,and is for an Ixtivkdual bolding component,not a huts system.Before use,the txlldng designer must verify the applicability of design parameters and properly incorporate this design into the overdl txidng design. Bracing indicated Is to prevent buckling 01 individual truss web cud/or chord members only.Additional temporary and permanent bracing MiTek is always required for st blitty and to prevent collapse with rxrssIble personal Irkay and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see.ANSI/IPlt Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plato Institute.218 N.lee Street,Suite 312.Nexandu2 VA 22314. Tampa.Fl. 33610 0, toss russ ype k ie y 711189768 1297870A F04 Floor 4 1 Job Reference(optional) Building Component Supply.Jacksonville.FI 32256 Run:8.110 s Mar 31 2017 Print:6.110 s May 6 2017 MiTek Industries.Inc. Mon May 22 14:41:57 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-tzkPv8_sx7eLwAeOVrr8elpUchtns1TyDekcgbzDw3u 0-1-8 H i 1-3-0 - 1-11-8 0-1-8 Sale=1:21.2 1 1.5x3= .5x3= i 2 3 4 5 6 r A J q 16 Nk. Allhh\liiN 5 10 ° :- Ir. 1' 1= 13 12 11 10 9 8 1.5x3 I 1.5x3 II 12-8-8 12-8-8 Plate Offsets(X,Y)-- (3:0.1-8,Edgel,(4:0-1-8,Edgel,(6:0-1-8,Edge),(8:0-1-12,Edge),(13:0-1-12,Edge1 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.09 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(TL) -0.13 11-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.03 7 n/a n/a BCDL 5.0 I Code FBC2014/TPI2007 Matrix-S Weight:66 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 14=679/0-5-8 (min.0-1-8),7=679/0-3-0 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 14-15=-675/0,1-15=-674/0,7-16=-675/0,6-16=-674/0,1-2=-656/0,2-3=-1490/0,3-4=-1745/0,4-5=-1490/0, 5-6=-656/0 BOT CHORD 12.13=0/1226,11-12=0/1745,10-11=0/1745,9-10=0/1745,8-9=0/1226 WEBS 1-13=0/845,2-13=-792/0,2-12=0/387,3-12=-457/0,6-8=0/845,5-8=-792/0,5-9=0/387,4-9=-457/0 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. LOAD CASE(S) Standard 4Ns- A WARNMUG-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MM-7473 rev.10'03201S BEFORE USE. Design valid for use only with MlTekt5 connectors.this design Is loused only upon parameters shown.and Is for on Individual building component,not a truss system.Before use.the bulldng designer must verify the applicability of design parameters and properly Incorporate tills design into the 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 stablltfy and to prevent collapse with possible personal injury and property damage. For general gukkrrce regarding the fabrication,storage,delivery,erection and bracing of tnusesand truss systems.seeANSI/lPl1 Quality Criteria.058-89 and SCSI Building Component 6904 Parke East Blvd. Solely Information avdlable from truss Plate Institute.218 N.Lee Street.Suite 312.Alexandrkz VA 72314. Tampa.FL 33610 Job Truss liruss Type 4141 Pry 12978TOA F05 GABLE 1 Job Reference(optional) 111189769 Building Component Supply.Jacksonville,Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MTek Industries.Inc. Mon May 22 14:41:58 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-L91n6U?Ui RmCXJDa3ZN NBzMkCSNNbFR5R�8ITAN2zDw3t Scale=1:14.6 1 3x6= 2 3 4 5 6 73x4 I li O 116 s• , • v 1 7-7 11°.. e •i •iiiiiiii•_:_eei•i:O•iiiO•iiiiii•:V1iiii4:•.•.•.iiiiJiiiii•.•ii9.i••i•i:.i•i.44.11. ii❖_1i.•i e ... i•V.. i.V.:1444..000.Vi:::Wii•.:111• 14 13 12 11 10 9 8 3x4= 3x4= 3x4= • 1.6-12 2-10.12 4-2-12 5-8-12 6-10-12 7-11-8 1-6-12 1-4-0 1-4-0 1-4-0 I 1-4-0 ( 1-0-12 Plate Offsets(X,Y)-- 113:0-1-8,Edgel LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 i Rep Stress Incr YES WB 0.04 Horz(TL) -0.00 13 n/a n/a BCDL 5.0 I Code FBC2014/TP12007 Malrix-P Weight:41 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(tlat) TOP CHORD Structural wood sheathing directly applied or 7-11-8 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 7-11-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)14,8,13,12,11,10,9 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1 is. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10.40.3:2015 BEFORE USE. Design valid for use only with Mttekb connectors.This design h based only upon parameters shown,and is for on individual bonding component.not a truss system.Before use,the beildkig designer must verily the applicability of design parameters and properly Incorporate this design into the overall bt ldIng design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary aid permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury ry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing 01 trusses and truss systems.soeANSI/IPI I Quality Criteria,DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety information available from truss Plate Institute.218 N.Lee Street Suite 312.Alexandria,VA 22314. _—_ Tampa,FL 33610 Job Truss russ Type , IIQty Ply 111189770 12978T0A F06 FTFloor i7 1 Job Reference(optional) Building Component Supply.Jacksonville.F132256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTek industries.Inc. Mon May 22 14:41:58 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-L91n6U?UiRmCXJDa3ZNNBzMdT5AEbAK5RITAN2zDw3t 0-1-8 Q H i 1-3-0 2-0-0�-- Scale¢1:19.3 1.5x3= 1.553 l 1 2 3 4 5 63x6 eN 15 4 - Li_.___. _ ° o L� v I r-- a s 1 ie e• L_____ _ i 12 11 10 8 • 10x31 3x6= I 6-5-4 _ — — 7-6-0 I 11-9-0 6-5-4 1-0-12 4-3-0 Plate Offsets(X,Y)-- 13:0-1-8,Edgel,17:0-1-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lite) Vdefl L/d I PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL) -0.11 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vert(TL) -0.15 10-11 >916 240 BCLL 0.0 Rep Stress lncr YES WB 0.36 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 I Code FBC2014/TP12007 Matrix-S Weight:64 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(llat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 13=623/0-5-8 (min.0-1-8),7=617/0-3-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 13-14=-617/0,1-14=-616/0,1-2=-594/0,2.3=-1308/0,3-4=-1454/0,4-5=-1042/0 BOT CHORD 11-12=0/1112,10-11=0/1454,9-10=0/1454,8-9=0/1454,7-8=0/675 WEBS 1-12=0/764,2-12=-720/0,2-11=0/307,3.11=-333/0,5-7=-877/0,5-8=0/510,4-8=-570/0 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. LOAD CASE(S) Standard mit V WARNING.Vitrify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mf1.7473 rev.1303/2015 BEFORE USE Design valid for use only with Mitek:.;connectors.this design is txnxxi only upon parameters st >wn,and is la an hcflvkAual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulking design. Bracing Indicated is to prevent buckling of individual truss wet)and/ax chord members only. Addltkmal temporary and permanent tracing MiTek' is always required for stability and to prevent collapse with rosst4e personal Wry and property damage. For general guklance regcrcang the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available kern Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job (Truss Truss Type , ,;Qty 'Ply T11189771 1297870A !F07 Floor 2 I 1 i Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MTek Industries.Inc. Mon May 22 14:41:59 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-pM59Kg06Tku39TomcGuckAvgzUafKeQFgyDji/UzDw3s 0-3-0 1-3-0 --- 1 7 8 1 0-',I I I H-1 1e=1:16.5 3x6 II 3x4= 3x4= 1 2 3x6-= 3 4 3x4= 5 9 9 — 1 13 . 1.5x3- o 9 _ _ N_ — -0:, 12 11 10 9 8 7 1.5x3 II 3x4- 3x4= 1.5x3 I I 1.5x3 I 3x4= 3x4= 10.3-81 1-9-0 I 3-0-0 3-0-8 4-3-0 4.4 5-2-8 i _ 7-5-0 I 8-11-0 0.3-8 1.5.8 1-3-0 0-0-8 1-2-8 0-1-'8 0-10.0 2-2-8 1-6-0 Plate Offsets(X,Y)-- [3:0.1-8,Edge],[4:0-1-8,Edgel,f5:0-1-8,Edgel,[11:0-1-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.05 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.58 Vert(TL) -0.07 9-10 >999 240 BCLL 0.0Rep Stress Incr YES WB 0.31 Horz(TL) -0.01 6 n/a n/a BCDL 5.0 I Code FBC2014/TPI2007 Matrix-S Weight:50 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=458/0-3-8 (min.0-1-8),1=464/0-3-0 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 6-13=-447/0,5-13=-446/0,1-2=-500/0,2-3=-672/0,3-4=-792/0,4-5=-397/0 BOT CHORD 10-11=0/499,9-10=0/792,8-9=0/792,7-8=0/792 WEBS 2-11=-410/0,1-11=0/650,5-7=0/508,4-7=-537/0 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. LOAD CASE(S) Standard 11111 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 bxrkding component,not a truss system.Before use,the bulling designer must verify the appticability of design parameters and properly Incorporate This desigin Into the overall bulking design. Placing indicated Is to prevent buckling of IndMdual truss web and/or chord members only. AddlbrxH temp ray and permanent bracing MiTek" is always required for stability and to prevent collapse wits possible personal injury and properly damage. For general guidance regrading the fabnlcatkm,storage,delivery,erection and bracing of trusses and truss systems.seeANSi/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sately Information available from Truss Plate Institute.21814.Lee Street.Suite 312,Nexcaldda.VA 22314. Tampa.FL 33610 Job I Truss Truss Type >, {til Ply 111189772 112978T0A 1F08 Floor 5 1 Job Reference(optional) Building Component Supply,Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print 8.110 s May 6 2017 MiTek Industries,Inc. Mon May 22 14:42:00 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-HYPXXAOkE21wndNzA_PrGORzkuwB34POvcyHRwzDw3r 0-3-0 1-3-0 -IF--I I 1-7-8 -----1-11 0 Scale=1:27.7 Special 4x6= 3x6 II 3x6= 3x6= 3x6 FP= 1.5x3= • 1 2 3 4 5 6 7 8' 9 i..� `is _ = Isr 1 A. \ No/6.4X / 23 0 \ 1 /- - *v. - w ..- 22 22 21 20 19 18 17 i6 14 13 12 11 10 1.5x3 II 1.5x3 I 1.5x3 II 3x6 FP= 1.5x3 II 413- 1-9-0 3-0-0 3- 8 4-3-0 414,8 5.2.8 8.9.8 I 12-6-12 13-7-0 16-5-8 I 0.3.8 1-5-8 1.3.0 0-6-8 1-2-8 021180.10-0 ' 3.7-0 3.9.4 1-0-4 ' 2-10-8 Plate Offsets(X,Y)-- (3:0-1-8,Edge),[4:0-1.8,Edge),[7:0-1-8,Edgel,[9:0-1-8,Edge),[10:Edge,0-1-81,[21:0-1-8,Edgel _ LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) -0.05 19-20 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(TL) -0.07 19-20 >999 240 BCLL 0.0 I Rep Stress lncr NO WB 0.33 HOrz(TL) -0.01 15 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:90 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:15-17,14-15. REACTIONS. (lb/size) 10=1845/Mechanical,1=465/0-3-0 (min.0-1-8),15=889/0-3-8 (min.0-1-8) Max Gray 10=1862(LC 7),1=491(LC 10),15=903(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 10-23=-1857/0,9-23=-1855/0,1-2=-527/0,2-3=-731/0,3-4=-897/0,4.5=-556/0,5-6=-447/0,6-7=-44710, 7-8=-736/0,8-9=-417/0 BOT CHORD 20-21=0/527,19-20=0/897,18-19=0/897,17-18=0/897,13-14=0/736,12-13=0/736,11-12=0/736 WEBS 2-21=-429/0,1-21=0/685,5-15=-864/0,2-20=0/278,5-17=0/505,4-17=-571/0,5-14=0/437,7-14=-469/0,9-11=0/436, 8-11.425/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 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 between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-22=-10,1-9=-100 Concentrated Loads(Ib) Vert:9=-1448 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Md-7473 rev.10/03201S BEFORE USE. mii. Design valid for use only with Miteke connectors.This design B based only upon parameters shown.and Is for an individual bolding component,not a truss system.Before use.the building designer must verily the aptiicatiity of design parameters and properly Incorporate tills design Into the overall building design. Bracing indicated Is to prevent buckling of Individual tans web and/or chord members only.Additional temporary and permanent ixacing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. 1 or general guidance retarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/TPI I qualify Criteria,OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avcikble from Truss Plate Instituto,218 N.Lee Street,Suite 312.Ak:xarxdrla.VA 22314. Taupe,FL 33610 Job Truss (Truss Type r jQty (Ply 7111697731 12978TOA F09 I GABLE 1 1 1 I • Job Reference(optional) Building Component Supply.Jacksonville.FI 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries.Inc. Mon May 22 14:42:00 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-HYPXXAOkE21wndNzA_PrGOR4hu3r39xOvcyHRwzw3r 0-1-8 Scale=1:15.0 1 3x6= 2 3 4 5 6 73x4 I o J - N r ri R • 1 • i �•:i:K:K K i i i.K i:i§i:K: i i::i::i•O:K:::i i:i i•.:K i i0 i i K:K:K i:iti:K:i:i i i K i:i i i i K::i•OOOOPO�'�K:ig:i::0000:K:i::i:i ...:�• ❖.•.•.❖.::::::❖.•. .•.�.❖.❖. .•.::•.:❖.•.•.•.❖.:❖.❖.❖. .:::❖.❖.•.❖.•.• ❖.•. .•.�.�.•.:•.•.❖.•.•.•.'.❖.❖.•.❖.�.•.:❖.•.•.•.❖.❖.•.•:❖:•:•:::•:�:❖:•:•:•:::: 14 13 12 11 10 9 8 3x4 3x4= 3x4= 1-6-12 2-10-12 4-2-12 5.6.12I 6-10-12 8-2-8 1-6-12 ----1.4 0 1-4-0 1-4-0 1-4-0 1.3.12 Plate Offsets(X,Y)-- (13:0-1-8,Edge),(14:Edge,0-1-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) (/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) -0.00 12 n/a n/a BCDL 5.0 � Code FBC2014/TPI2007 Matrix-P Weight:41 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 8-2-8 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 8-2-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)14,8,13,12,11,10,9 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 1 A WARNING-Verify design penmH.rs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/f-7473 rev.1003/2015 BEFORE USE. Design valid for use only with ellleka connectors.this design Is based only upon rxxometers shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the glpllcaMLN of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Indivklual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• is always required for stability and to prevent collapse with p os Ae personal injury and properly damage. For general guidance regarding the tabu cation,storage,delivery,erection and bracing of trusses and tr ss systems,see-ANSI/IPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bed. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312.Nexandda VA 22314. Tampa.FL 33610 1Job Truss (Truss Type , •Qty Ply T11189774'. 12978TOA F10 !Floor 11 1 i Job Reference(optional) Building Component Supply.Jacksonville.Fl 32256 Run:8.110s Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries.Inc. Mon May 22 14:42:01 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-mkzwkVlN_M9nPnx9khw4pb_99IJToZRY8GigzMzDw3q 0-1-8 g F I 1-3-0 i 2-0 -0 O(1 1 Scale=1:14.7 3x6= 1 2 3 3x6— 4 Y • • • 11 — 12 1.5 — ___N , /I 1.5x3= o v • 4I 0., 9 8 7 6 i 4.0.12I 5-1-8 { 8-0-0 4-0-12 1.0.12 2-10-8 Plate Offsets(X,Y)-- (4:0-1-8,Edpe) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.04 8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 I BC 0.43 Vert(TL) -0.05 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:46 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 10=420/0-6-0 (min.0-1-8),5=420/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 10-11=-414/0,1-11=-414/0,5-12=-414/0,4-12=-414/0,1-2=-350/0,2-3=-677/0,3-4=-350/0 BOT CHORD 8-9=0/677,7-8=0/677,6-7=0/677 WEBS 1-9=0/446,2-9=-436/0,4-6=0/446,3-6=-436/0 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. LOAD CASE(S) Standard 0 WARNING-Verifydesign parameters and READ NOTES ON THIS AND INCLUDED MTV(REFERANCE PAGE MM-7473 rev.101 2015 BEFORE USE s Design valid for use only with Milekb•connectors.Ills design Is,used only upon parameters shown.and Is for an individual building component.not a truss system.Before use-the bilking designer roust verify the at/Arcot-Ally of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of IrrdNkdual truss web and/or chord members only.Additional temporary and permanent tracing Milek' is always required for stability and to prevent collapse with possible p xrscrxll Wry and properly damage. For general grid nce regarding the 6904 Parke East Blvd.fabrication, m,storage.delivery,erection and bracing of trusses and truss systems.seoANSI/till Quality Criteria,DSS-89 and BCSI Bulldog Component Sdety Informallon available from Truss Plate Institute.218 N.Lee Street.Suite 312.Afexanckla,VA 22314. Tampa.FL 33610 !Job .Truss Truss Type Qty Ply 111189775 II 12978T0A ;F1t Floor 6 1 II Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 Fun:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries,Inc. Mon May 22 1442:01 2017 Page 1 ID:Bkpdgaw4zVr2j.Z9cn5x6Uz5Rx2-mkzwkVlN.M9nPnx9khw4pb_8FIEroT3Y8GigzMzDw3q 0-1-8 1- P-0-0 0-11-8, HI--3 O--I f Sc4le=1:44.0 4x6= 1.5x3= 4x6= 3x6= 1.5x3 II 3x6 FP= 3x6= 4x6= 4x6= I 23 4 5 6 7 8 9 10 11 12 13 1 3° 31 N. ./-N./ N ZA 1111\ N Al\ligrAdb ./ N./-X / / 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 4x6= 4x6= 1.5x3 I I 3x12 MI8SHS FP= 1.5x3 I 1.5x3 II 4x6= 4x6= • • 26-5-8 1 26-5-8 Plate Offsets(X,Y)-- [1:Edge,0-1-81,[7:0-1-8,Edge),[22:0-1-8,Edge) LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.61 21 >517 360 MT20 244/190 TCDL 10.0 I Lumber DOL 1.00 BC 0.73 Vert(TL) -0.95 21 >331 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.13 14 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 iMatrix-S Weight:138 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP SS(flat) TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc purlins, BOT CHORD 2x4 SP SS(tlat) except end verticals. WEBS 2x4 SP No.3(1lat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 29=957/0-5-8 (min.0-1-8),14=961/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 29-30=-953/0,1-30=-952/0,13.14=-957/0,1-2=-1008/0,2-3=-2608/0,3-4=-3810/0, 4-5=-4659/0,5-6=-5172/0,6-7=-5172/0,7-8=-5067/0,8-9=-5067/0,9-10=-4596/0, 10-11=-3687/0,11-12=-2442/0,12-13=-802/0 BOT CHORD 27-28=0/1907,26-27=0/3291,25-26=0/4339,24-25=0/4339,23-24=0/4967,22-23=0/4967, 21-22=0/5172,20-21=0/5172,19-20=0/4927,18-19=0/4235,17-18=0/4235,16-17=0/3150, 15.16=0/1715 WEBS 1-28=0/1303,2-28=-1251/0,2-27=0/975,3-27=-950/0,3-26=0/721,4-26=-720/0, 4-24=0/435,5-24=-468/0,5-22=-142/607,6-22=-259/18,13-15=0/1202,12-15=-1269/0, 12-16=0/1011,11-16=-986/0,11-17=0/747,10-17=-745/0,10-19=0/490,9-19=-461/0, 9-20=-34/378,7-20=-475/211 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)Refer to girder(s)for truss to truss connections. 5)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 1 r WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mllek:F>connecters.this design Is based only upon rxxarneters shown,and Is to cn individual bidding caxn{x>nent.not a truss system.Before use.the twikSng designer must verity the applicability of design rxxameters and pxo{xm1Y incorporate this design into the overall building design. Bracing indicated is to prevent buckling of IndMdud truss web anal/rx chord members only. Additional temporary and permanent bracing MiTek• is always required tax stability and to prevent collapse with possible personal Injury and property damage. For general guidance regardingthe 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. Safely information available n Truss Plate institute,218 N.Lee Street,Suite 312.Alexrn dila,VA 22314. Tampa.FL 33610 Job Truss Truss Type , ;Qty 'Ply 1 711189776• 12978T0A i F12 Floor 17 1 • i Job Reference(optional) i Building Component Supply.Jacksonville,Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MTek Industries.Inc. Mon May 22 14:42:02 2017 Page 1 I D:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-EXXlyr2?If HeOxW LIPRJLpXITIafXWChMW RN W pzDW 3p 0-1.8 1-3.0 ' 2-0-0 0-1-8 t-I -- -. Scale=1:45.0 4x6- 4x6 1.5x3 Job Truss jTruss Type • ;Qty Ply 111189777 12978T0A '1 F13 :GABLE '.1 1 Job Reference(optional) Building Component Supply.Jacksonville.FI 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries.Inc. Mon May 22 14:42:032017 Page 1 I D:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-i75g9B3d W zPVe55Yr6yYu03b165YGW hrbZBx2FzDw3o 0-.r 8 0•�-8 Scale=1:44.3 3x4= 3x6 FP= 3x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 35 —N, I I I . 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 3x4= 3x4= 3x6 FP::: 3x4- 3x4= 1.6.12 12_10_12 4-2-12 1 5-6-12 16-10.12 1 8.2-12 . 9_6-12 i10-10-12112-2-12 1 13.6.12 14.10.12+16-2-12.1 17-6-12 118-10.12120.2-12.21-6-12422-10-12124-2-12 25.2.4 26.9.0 i 1-6-12 1-4-0 1-4-0 1-4-0 1.4.0 1.4.0 1.4-0 1-4-0 1-4-0 1.4.0 1-4-0 1.4-0 1-4-0 1-4-0 1.4-0 ` 1.4.0 ' 1-4-0 1-4-0 '0-11.8 1.6.12 Plate Offsets(X,Y)-- 122:0-1-8,Edge1,f24:0-1-8,Edge1,[43:0-1-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) rVa - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 i BCLL 0.0 Rep Stress lncr YES WB 0.04 Horz(TL) -0.00 24 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:121 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.3(flat) 10-0-0 oc bracing:43-44,23-24. • REACTIONS. All bearings 26-9-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)44,23,43,24,42,41,40,39,38,37,35,34,33,32,31, 30,29,28,27,26,25 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Nit A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/032015 BEFORE USE. Design valid for use only with MIlek S connectors.this design Ls based only upon parameters shown.and is for an kxiivIdual 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' B always required for stability and to prevent collapse with visa*:personal injury and property damage. For general guidance regarding the fatxk:atkxi storage,delivery,erection and bracing of trusses and tnrss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria VA 72314. Tampa.FL 33610 Job :Truss Truss Type , ,Qty Ply 711189778 12978TOA 1 FGO1 Flat Girder 11 I I 2 Job Reference(optional) Building Component Supply.Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries.Inc Mon May 22 14:42:04 2017 Page 1 I D:B kpd q aw4z V r 2j_Z9c n 5x6 U z5 Rx2-AJ f 2 N X3 F H H XM G E g k P g U n R Ec h e V Ft?mV_q Dw U a hz D W 3 n 3-0.2 — 5-108 8.8.14 11-9-0 — 3-0-2 I 2-10-6 2-10-6 3-0-2 Scale=1:19.8 • Special Special Special Special 2x4 H 4x5= 4x10= 4x10= Special 2 4x5= 3 Special 4 Special 5 I____-- - s 9 8 7 4x10= 4x10= 4x10-_ 0 6 2x4 II 2x4 Ii 3-0-2 5-10-8 __ 8-8-14 11-9-0 3-0-2 i 2-10-6 2-10-6 3-0-2 Plate Offsets(X,Y)-- [7:0-3-8,0-2-01,[9:0-3-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. 1DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.09 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.26 8 >530 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.90 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:113 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-1 oc puffins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 10=2227/0-5-8 (min.0-1-8),6=2227/0-3-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-2125/68,1-2=-4690/85,2-3=-6214/74,3-4=-6214/74,4-5=-4690/85,5-6=-2125/68 BOT CHORD 9-10=-10/264,8-9=-85/4690,7-8=-85/4690,6-7=-10/264 WEBS 1-9=-81/4704,2-9=-1617/61,2-8=-27/1620,3-8=-1026/31,4-8=-27/1620,4-7=-1617/61,5-7=-81/4704 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:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.1.12 to 3-0-2,Interior(1)3-0-2 to 11-7-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf 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)Special hanger(s)or other connection device(s)shall be provided starting at 0-1-12 from the left end to 11-7-4 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=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-369,6-10=-20 1 1 la A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.IGV32015 BEFORE USE Design valid for use only with MIIekD connectors.this design k based only upon parameters shown.and Is for an IndMdual building component,not a truss system.Below use,the I mllding designer must verity the applicability of<lesion parameters and properly hcorporote this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web Grid/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for sktAIty ail to prevent coll«rse with possible personal Injury and property damage. For general guidance regardng the fabrication.storage,desvery,erection and bracing of busses and truss systems.seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bled. Safety Information avdtablo horn Trus Plate institute,218 N.Lee Street.Smile 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss i Truss Type k ;Qty Ply 111189779 1297870A FG02 i FLOOR 1 i 2,Job Reference(optional) Building Component Supply-Jacksonville,Fl 32256 Run 8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MTek Industries,Inc. Mon May 22 14:42:04 2017 Page 1 ID:Bkpdgaw4zVr2j-Z9cn5x6Uz5Rx2-AJt2NX3FHHXMGEgkPgUnREciHVIL?mx_gDwUahzDw3n I 3-4-12 6-9-8 3-4-12 3-4-12 Scale=1:12.8 5x6= 1 5x6= 2 254 I 3 • o — --_--____ a —r—r`.— ----- ..... . */ 1 1 * THD46 THD46 THD46 8x10 7 8 5 9 4 2x4 II 2x4 II I 3.4.12 — 6-9-8 — I 3-4-12 3.4.12 Plate Offsets(X,V)– 11:0-3-0,0-1-121,13:0-3-0,0-1-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.32 Vert(LL) -0.05 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.55 Vert(TL) -0.08 5 >955 240 BCLL 0.0 Rep Stress Ina NO WB 0.87 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MP Weight:75 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=2134/0-3-8 (min.0-1-8),4=1694/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-1196/0,1-2=-3498/0,2-3=-3498/0,3-4=-1196/0 WEBS 1-5=0/3644,2-5=-299/0,3-5=0/3644 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:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 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)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 0-11-4 from the left end to 4-11-4 to connect truss(es)F03(1 ply 2x4 SP)to back face of bottom chord. 6)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard • 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-3=-100,4-6=-10 Concentrated Loads(ib) Vert:7=-1038(B)8=-1037(B)9=-1037(B) imi r. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIS7473 ray.10/03/2015 BEFORE USE. Design valid for use only with MI IetcQS connectors.This design Is Lased only upon parameters shown,and Is for an individual url b lding component,not a truss system.Before use,the bulking designer must verify the applicabllty of design parameters and properly incorporate this design Into the overall building design. Brachg indicated is to prevent bucklk>g of kndtvtdud truss web and/or chord members only.Additional temporary and permanent lxacln(1 MiTek' is always required for stability and to prevent collapse with possible stie personal injury and property damage. For general gcirknco regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IP11 Quality Crtterla,DEB-89 and SCSI Building Component 6904 Parke East BNd. Safety Information available from Truss Plate institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job iTruss frussType , ,j Qty Ply i 711189780 1297870A I Ii107 Diagonal HV Girder I 1I 1 I Job Reference(optional) l Building Component Supply.Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries,Inc. Mon May 22 14:42:05 2017 Page 1 I D:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2•eW DQat4t2atOtOFWZX?OZR9rGvtikMN72tg2682D W3m 1.10.10 - --•-_-- 4.11_0 — 9-10-1 -I 1-10-10 4-11-0 4-11-0 NAILED Scale=1:28.1 2.12,12 4 r m NAILED r NAILED11 1� 1M NAILED NAILED 3 x4 j 10 NAILED 3x4 9 ' 1 ii11111111 leo – o o a a, I i1.111 11 Ili " fl it _N i i 12 13 7 14 6 8 2x4 II NAILED NAILED 3x4= NAILED 5 NAILED NAILED NAILED 3x4 • 4-11-0 9-10-1 4-11-0 4-11-0 Plate Offsets(X,V)-- (2:0-1-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.05 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 ! Vert(TL) -0.11 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.28 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:55 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=472/0-7-6 (min.0-1-8),4=148/Mechanical,5=297/Mechanical Max Horz 8=169(LC 8) Max Uplift 8=-531(LC 4),4=-97(LC 4),5=-151(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-442/419,2-9=-389/225,9-10=-363/218,3-10=-361/218 BOT CHORD 7-14=-283/374,6-14=-283/374 WEBS 2-7=-194/442,3-6=-460/348 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opst h=25ft;B=4511;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(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 531 lb uplift at joint 8,97 lb uplift at joint 4 and 151 lb uplift at joint 5. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NOS guidlines. 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2=-60,2-4=-60,5-8=-20 Concentrated Loads(Ib) Vert:9=96(F=48,B=48)11=-78(F=-39,B=-39)13=1(F=1,B=1)14=-43(F=-21,B=-21) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MIF7473 rev.1aW32015 BEFORE USE. Design valid for use only with MileehS connectors.kis design Is based only upon parameters shown.and Is for cn hdivkival building component.not MI a truss system.Before use.the bulling designer must verify the c plIcabIIty of design parameters and lropxrriy Incortx,rate this design Into the overall briding design. Bracing indicated Is to prevent buckling of Irx9vklual taus web and/a chord members only. Ackiftkmal lei lxxay and permanent bracing MiTek, Is always required for stability and to prevent collapse with possible personal injury axxi properly damage. for general guidance regarding the fabrication.storage,delivery,erection and braking of trusses and truss systems,see.ANS1/TP11 Quality Criteria,OSB-89 and SCSI Building Component 6904 Parke East Blvd. • Safety 1NotmaBon available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria.VA 2.2314. Tarrpa.FL 33610 iJob 'Truss Truss Type ,Qty Ply 111189781 112978TOA i HJ13 Diagonal Hip Girder !1 1 Job Reference(optional) Building Component Supply.Jacksonville.FI 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries,Inc. Mon May 22 14:42:06 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-6inpoD5Vpun3VYg7XEW FWfh3KJ4tTt_-HHXPbfazDW31 -1.10-10 —4-0-1 I 1.10.10 { 4-0-1 Scale=1:11.6 3 3.54 12 NAILED NAILED 10 N 2 1 11 4 NAILED ' NAILED 2x4 0-6-11 0-6-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.01 4-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.01 4-9 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:15 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=66/Mechanical,4=16/Mechanical,2=286/0-4-15 (min.0-1-8) Max Horz 2=83(LC 8) Max Uplift 3=-21(LC 8),4=-19(LC 13),2=-160(LC 8) Max Gray 3=66(LC 1),4=48(LC 3),2=286(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 21 lb uplift at joint 3,19 lb uplift at joint 4 and 160 lb uplift at joint 2. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(8). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-60,4-5=-20 Concentrated Loads(Ib) Vert:11=63(F=32,B=32) A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI.7473 rev-1603/2015 BEFORE USE. Nit Design valid for use only with lvllekf9 connectors.This design Is based only upon parameters shown.and Is for an individual holding component,not a truss system.Before use,the txitdng designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. [racing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the • fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/lPtI Quality Criteria,DSB-89 and BCSI Bulking Component 6904 Parke East Blvd. Safely Informallon avtllabie from Truss Plate knsbllute,218 N.Leo Street.Suite 317,Alexandria,VA 22314. Tampa.FL 33610 Job ;Truss Truss Type fl Qty Ply 711189782., 12978TOA HJ15 1 Diagonal Hip Girder 1 1 Job Reference(optional) Building Component Supply.Jacksonville.Fl 32256 Run:8 110 s Mar 31 2017 Print:8.110 5 May 6 2017 MiTek Industries.Inc. Mon May 22 14:42:07 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-auKB?Z67aCvw7iPJ4y1U2sE9g1LQCKEQWB98B0zDw3k -1-10-10 3-9-9 7-0-2 1-10-10 t 3-9-9 3-2-9 3 Scale=1:17.1 NAILED 3.54;12 NAILED 11 rr r NAILED a NAILED e3 10 N 2 7i1 12 13 4 NAILED NAILED NAILED NAILED 2x4= 2x4= 0-6-11 0-6-11 Plate Offsets(X,Y)-- (2:Edge,0.0-7) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.13 4-9 >666 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.20 4-9 >425 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=162/Mechanical,4=74/Mechanical,2=382/0-4-15 (min.0-1-8) Max Horz 2=119(LC 8) Max Uplift 3=-87(LC 8),4=-57(LC 5),2=-198(LC 8) Max Gray 3=162(LC 1),4=115(LC 3),2=382(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsi;BCDL=5.0psf;h=25tt;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 87 lb uplift at joint 3,57 lb uplift at joint 4 and 198 lb uplift at joint 2. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-60,4-5=-20 Concentrated Loads(Ib) Vert:12=63(F=32,B=32)13=-10(F=-5,B=-5) 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 5111.7473 rev.10/03/201S BEFORE USE. Design valid for use only with Mllek®connectors.Ills design Is trued only upon parameters shown,and Is for an individual building component,notMit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall ;� building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing Mel( Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the rabrk:alien,storage,delivery,erection and bracing 01 trusses and truss systems.se oANSt/1Pti Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East BNd. Safety Information available from Truss Plate Institute.218 N.lee Street.Sidle 312.Atexandrkl VA 22314. Tampa.FL 33610 Job Truss truss Type . Qty I Ply 111189783' 12978T0A HJ23 Diagonal Hip Girder 4 i 1 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries,Inc. Mon May 22 14:42:07 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-auKB?Z67aCvw7iPJ4y1U25EEejOFCKEQWB98B0zDw3k �_ -1-10.10 I 4-2-3 1-10-10 4-2-3 Scale=1:14.2 6 3.54 12 NAILED NAILED 6 2x4 II I-.- 2 co N 1 — 7 4 NAILED 5 NAILED 2x4 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud ' PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.02 4-5 >999 180 BCLL 0.0 * Rep Stress Ina NO WB 0.00 Horz(TL) -0.01 3 n/a r1/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR I Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=285/0-7-6 (min.0-1-8),3=81/Mechanical,4=32/Mechanical Max Horz 5=86(LC 8) Max Uplift 5=-193(LC 8),3=-59(LC 8) Max Gray 5=285(LC 1),3=81(LC 1),4=69(LC 3) 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=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=2511;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(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 193 lb uplift at joint 5 and 59 lb uplift at joint 3. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-5=-20 Concentrated Loads(Ib) Vert:6=45(B)7=-1(F) iiii. a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.1603/2015 BEFORE USE Design valid for use only with MIIel&connectors.This design Is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use.the biking designer must verify tlx:applicability of design parameters and property incorporate this design Into the overall bulking design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* Is always requked for stability and to prevent collapse with possible personal inh+y and property damage. For general guidance regxding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Qually Criteria.OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Infomnallon available from truss Plate Institute,218 N.Lee Street.Suite 312.Alexandrki VA 22314. Tampa.FL 33610 Job Truss Truss Type . Qty Ply I T11189784 ,12978TOA HJ36 Diagonal Hip Girder '2 1 'Job Reference(optional) Building Component Supply.Jacksonville.FI 32256 Run.8.110 s Mar 31 2017 Print.8.110 s May 6 2017 MiTek Industries,Inc. Mon May 22 14:42:08 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-24uZCv7mLV1nks_VetYjb4nJ97bHxkdalruijTzDw3j ii -1-10-10 4-7.13 8-8-10 l 1.10-10 4-7-13 4-0-13 Scale=1:20.2 4 (', NAILED I la ' 12 NAILED 3.5412 NAILED 11 , NAILED 2x4 3 NAILED - o v or NAILED 10 1 - T lib I7.1 11 - 1 11 11 ti 1 13 14 15 16 6 NAILED NAILED NAILED NAILED 3x4= NAILED NAILED 3x6= 5 I Plate Offsets(X,Y)-- 12:0.0-12,Edgel LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.17 6-9 >595 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.43 6-9 >239 180 BCLL 0.0 * Rep Stress Incr NO WB 0.25 Horz(TL) 0.01 5 n/a n/a 1 BCDL 10.0 Code FBC2014/fP12007 Matrix-MP i Weight:36 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing I ( be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=122/Mechanical,2=459/0-7-6 (n1In.0-1-8),5=299/Mechanical Max Horz 2=140(LC 8) Max Uplift 4=-80(LC 8),2=-144(LC 8),5=-11(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=-638/103,3-10=-635/129 BOT CHORD 2-13=-180/610,13-14=-180/610,14-15.180/610,15-16=-180/610,6-16=-180/610 WEBS 3-6=-641/189 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psh BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi 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 tit 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 80 lb uplift at joint 4,144 lb uplift at joint 2 and 11 lb uplift at joint 5. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25*)toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pli) Vert:1-4=-60,5-7=-20 Concentrated Loads(Ib) Vert:11=-21(B)12=-37(F)13=63(F=32,B=32)14=-18(F=-5,B=-13)15=-28(B)16=-32(F) 0 WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 519-7473 rev.10/03/2O1S BEFORE USE. iii Dodge valid for use only with MITelds connectors.this design is based only upon parameters shown,and is for an Indivkival building component.not a truss system.Before use.the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buck)ng of Ind ildual truss web and/or chord members only. Additional temporary and permanent tracing Milek• is always required for stability and to prevent canape with possible personal injury and property damage. For general guidance regardiria the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI l Quality Criteria,DS8-89 and SCSI Bulking Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss ITruss Type 'Qty Ply }I 711189785. 12978TOA HJ37 I Diagonal Hip Glider 11 1 Job Reference(optional) Building Component Supply,Jacksonville.FI 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries.Inc. Mon May 22 14:42:09 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-XHSxQE7O6p9eM0ZhCN3y8HJRuW W 1 g5DjzVeFFvzDw3i -1-10.10 _ 4-2.8 �- 9-10-1 1-10-10 l 4-2-8 5-7-9 4 Scale=1:22.1 NAILED PJ li NAILED : 2121 • 11 a e o 0- NAILED N NAILED 10 2r-- 1 1 i PPP"- ;`� 1 -nil 13 14 15 6 _ NAILED NAILED NAILED 3x4= 3x8= 5 NAILED NAILED NAILED LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.26 6-9 >451 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.65 6-9 >181 180 BCLL 0.0 . Rep Stress Incr NO WB 0.61 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MS Weight:41 lb FT=20°10 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing 1 be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 4=175/Mechanical,2=508/0-7-6 (min.0-1-8),5=299/Mechanical Max Horz 2=153(LC 8) Max Uplift 4=-103(LC 8),2=-152(LC 8),5=-5(LC 8) Max Gray 4=175(LC 1),2=508(LC 1),5=307(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=-960/179,3-10=-914/210 801 CHORD 2-13=-276/930,13-14=-276/930,14-15=-276/930,6-15=-276/930 WEBS 3-6=-951/282 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);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 103 lb uplift at joint 4,152 lb uplift at joint 2 and 5 lb uplift at joint 5. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,5-7=-20 Concentrated Loads(lb) Vert:12=-74(F=-37,B=-37)13=63(F=32,B=32)14=-10(F=-5,B=-5)15=-64(F=-32,B=-32) 1 I a A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MIfEK REFERANCE PAGE MII.7473 rev.10/032016 BEFORE USE Design valld for use only wAth MIlekS connectors.Ibis design Is based only ulxxh paroinclea shown,and is for an i divIdual biding component,not a truss system.Before use.the txikllng designer must verity the applicability of design parameters and properly h-cor orate this design Into the overall buildng design. BracIng Indicated Is to prevent buckling of Individual Inas web a-ilex chord members only. Additional temporary and permanent tracing MiTek" Is always regrMed tot stability and to prevent collapse with possible personal Injury and prop arty akxriage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and Inas systems,seoANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Inas Plate Institute.218 N.Lee Street.Suite 312•Alexandria.VA 22314.• Tampa.FL 33610 Job I Truss Truss Type . ,Qty ;Ply I T11189786 12978T0A 1HJ48 Diagonal Flp Girder 1 1 i Job Reference(optional) Building Component Supply.Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries.Inc Mon May 22 14:42:09 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-XHSxOE7O6p9eM0ZhCN3y8HJTKWvngOmjzVeFFvzDw3i I- -1-10-10 I 4-2-0 I 10-6-8 --1 1-10-10 4-2-0 6-4-8 4-'';1:21.0 NAILED N NAILED 13 3.54112 I NAILED NAILED 4x5 12 '' 3 ot: NAILED NAILED 11 1 ' 2 1 ! II 1 ' 11`i 1 147 15 16 6 NAILED 2x4 !J NAILED NAILED 4x5= 3x4= NAILED NAILED NAILED 5 _-- 4-2-0 ----- - 10-5-12 10.5.8 4-2-0 6-3-12 0-1-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) f/defl L/d j PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.11 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.32 6-7 >392 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.96 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:46 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-2-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing -j be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=211/Mechanical,2=600/0-7-6 (min.0.1.8),5=337/Mechanical Max Horz 2=162(LC 8) Max Uplift 4=-107(LC 8),2=-200(LC 8),5=-23(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-1270/187,3-11=-1220/193 BOT CHORD 2-14=-289/1207,7-14=-289/1207,7-15=-289/1207,15-16=-289/1207,6-16=-289/1207 WEBS 3-6=-1233/295,3-7=0/316 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25Th B=45ft;L=24th 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 capable of withstanding 107 lb uplift at joint 4,200 lb uplift at joint 2 and 23 lb uplift at joint 5. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,5-8=-20 Concentrated Loads(Ib) Vert:12=-4(F=-2,B=-2)13=-102(F=-51,B=-51)14=10(F=5,B=5)15=-20(F=-10,B=-10)16=-78(F=-39,B.-39) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERANCE PAGE MO-7473 rev.101032015 BEFORE USE. Design valid for use only with MileicD connectors.Ids design Is based only upon pxramotcrs shown-and is for an individual betiding component,not a truss system.Before use.the bulking designer must verify the applicability of design parameters and properly incorporate this design Into the overall twlding design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek* mit B always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regardng the fabrication,storage,delNery,erection and bracing of trssesand truss systems.seeANSI/1P11 Cualty CAterla,DS8-89 and SCSI Building Component 6904 Parke East Bled. Safely Intormalon available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type •Qty i,Ply 111189787 12978TOA JO1 ICornerJack 2 1 Job Reference(optional) Building Component Supply.Jacksonville.Fl 32256 Run 8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries.Inc Mon May 22 14:42:10 2017 Page 1 I D:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-?TOJda80t7HV_97um4aBgVsjbwSN PhztC9NpoLzDw3h -1-4-0 0-10-15 1-4-0 0.10-15 3.0012 Scale=1:17.6 2 3 2x4 II .I ► 0 rjal • 101111111 5 4 3x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdetl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.00 5 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) -0.03 3 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR + Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=212/0-5-8 (min.0-1-8),3=-59/Mechanical,4=-2/Mechanical Max Horz 5=109(LC 12) Max Uplift 5=-158(LC 8),3=-62(LC 19),4=-117(LC 12) Max Gray 5=218(LC 19),3=44(LC 8),4=90(LC 10) 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=251t;B=45ft;L=24ft;eave=41h 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 tit 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 158 lb uplift at joint 5,62 lb uplift at joint 3 and 117 lb uplift at joint 4. LOAD CASE(S) Standard A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MiTEK REFERANCE PAGE M/1.7473 rev.1010312015 BEFORE USE. Design valid for use only with MITeIrP connectors.This design is based only upon Fxrarneters shown.arid Is for an lxilvldeol building component.not a truss system.Before use,the building designer must verify the appllcaMlty of design parameters and properly incorporate this design Into the overall bulking design. Racing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary end permanent bracing MiTek• is always required for Motility arid to prevent collcfne with possible personal Injury and property damage. for general guidance regarding the tabrlcation,storage,delivery,erection and bracing of trusses and tnrss systems.seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalWble horn Truss Rate Institute.218 N.Lee Street,Suite 312.Aiexcirdrta,VA 22314. Tampa.FL 33610 Job Fuss Truss Type • lOty Ply 111189788 12978T0A J03 Corner Jack 2 1 Job Reference(optional) Budding Component Supply,Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print 8.110 s May 6 2017 MiTek Industries.Inc. Mon May 22 14:42:10 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-?TOJda80t7HV_97um4aBgVsihwPC PhztC9NpoLzDw3h -1-4-0 2-10-15 _ I I 1-4-0 2.10-15 3.00112 Scale=1:19.9 3 Fi• 6 !l 3x4 II 2 1 1 1 9 o y e 6 c+> ri d im X 5 3x4 1 4 Plate Offsets(X,Y)-- 15:0-2-0,0-0-81 LOADING(psf) I SPACING 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(TL) -0.01 4-5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.09 3 n/a Na BCDL 10.0 Code FBC2014/TPI2007 ' Matrix-MR I I Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ' MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=224/0-5-8 (min.0.1.8),3=58/Mechanical,4=24/Mechanical Max Horz 5=129(LC 12) Max Uplift 5=-113(LC 8),3=-60(LC 12),4=-28(LC 12) Max Gray 5=224(LC 1),3=62(LC 17),4=51(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=45th L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-7 to 1-7-9,Interior(1)1-7-9 to 2-10-3 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 toads. 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 113 lb uplift at joint 5,60 lb uplift at joint 3 and 28 lb uplift at joint 4. LOAD CASE(S) Standard • t I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.101082015 BEFORE USE. mg Design valid for use only with MI lokIS connectors.This design Is txssed only upon parameters shown,and Is for on kviivlduol bolding component,not a truss system.More use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall trldng design. Bracing Indicated Is to prevent trickling of Individual truss web and/or chord members only. AdrStkxoi to mpoexy and permanent tracing MiTek Is always required for stability and to prevent collapse with rx>sst>le personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery.erection and tracing of trusses and truss systems.seeANSI/TPI t Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bird. Safety Information ow:1%0 le from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job ITruss -?Truss Type • •Rty 1Ply 715589789; 12978T0A IJOS Caner Jack 2 1 Job Reference(optional) i Building Component Supply.Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries.Inc. Mon May 22 14.42:11 2017 Page 1 1D:Bkpdgaw4zVr2j Z9cn5x6Uz5Rx2-Tfairw9eeQPMbJi4Jo6QDIPlUKha88D0Rp7MKnzDw3g -1-4-0 4-10-15 I 1-4-0 I 4-10-15 Scale=1:22.2 3.00 I2- 3 rvi 11r1I 7 3x4 116 2 I 1 O a m I I . * 5 3x6 11 4 Plate Offsets(X,Y)-- [5:0-3-0,0-1-4) LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Vde11 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.06 4-5 >937 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.07 4-5 >759 180 BCLL 0.0 ' ' Rep Stress Ina YESW B 0.00 Horz(TL) -0.21 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 1 Matrix MR Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ' MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer • Installation guide. ' REACTIONS. (lb/size) 5=294/0-5-8 (min.0-1.8),3=124/Mechanical,4=50/Mechanical Max Horz 5=149(LC 12) Max Uplift 5=-125(LC 8),3=-88(LC 12),4=-10(LC 12) Max Gray 5=294(LC 1),3=124(LC 1),4=90(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=45tt;L=24ft;eave=oft Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-7 to 1-7-9,Interior(1)1-7-9 to 4-10-3 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 tit 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 125 lb uplift at joint 5,88 lb uplift at joint 3 and 10 lb uplift at joint 4. LOAD CASE(S) Standard • t � Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9.7473 rev.10W32015 BEFORE USE. Design valid for use only with Weir®connectors.this design is bused only upon parameters shown,and is for an individual building component.not a truss system.Before use-the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall brig design. Bracing indicated is to prevent buckling of kldtvkival tnas web and/or chord members only. Addtlonal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal inlay and property damage. For general guidance regarding the fatxicatlon,storage,delivery,erection and bracing of trusses and Inns systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avaltable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job Truss truss Type 1 Oty Ply 111189790 12978TOA J11 Corner Jack 4 1 I Job Reference(optional) Building Component Supply.Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries.Inc. Mon May 22 14:42:11 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-Tfauw9eeQPMbJi4Jo6QDiPxI KpF88DORp7MKnzDw3g -1-4-0 0-10-15 !-- 1-4-0 0-10-15 Scale=1:6.5 3 5.00'122 0 0 cc - co— d I a 71 T i 4 A 4 2x4= 0-4-12 0-4-12 LOADING (psf) SPACING- 2-0-0 CSI. 1 DEFL. in loo Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 ! Code FBC2014fTPI2007 Matrix-MP i Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=-6/Mechanical,4=-23/Mechanical,2=184/0-3-8 (min.0-1-8) Max Horz 2=51(LC 12) Max Uplift 3=-6(LC 1),4=-23(LC 1),2=-144(LC 12) Max Gray 3=17(LC 12),4=36(LC 12),2=184(LC 1) 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.Opst;BCDL=5.Opsf;h=25ft;B=4511;L=24ft;eave=oft Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever lett exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 6 lb uplift at joint 3,23 lb uplift at joint 4 and 144 lb uplift at joint 2. LOAD CASE(S) Standard A WARNING-v•my design prametta and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 991.7473 row.I0/03/2016 BEFORE USE. mi Design valid for use only with Mie&connectors.Ns design is based only upon parameters shown,and is for an individual txriding component,riot a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design(rite the overall rx/1dna design. Bracing indicated is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek' Is always required for stability and 10 prevent collapse with possible personal inkay oaxi property damage. For general guidance regarding the 6904 Parke East Blvd.fabrication,storage,delivery.erection and bracing of Busses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component Safety information available from truss Plate Institute.218 N.Lee Street,Suite 312.Alexander.).VA 22314. Tampa,FL 33610 IJob Truss Truss Type ,Qty Ply T11189791• 12978TOA I J13 Corner Jack 2 1 Job Reference(optional) Building Component Supply.Jacksonville.FI 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MTek Industries.Inc. Mon May 22 14:42:12 2017 Page 1 I D:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-xs842GAGPkXDDT HGtVdflwx6l k8MtbT9fTsysEzDw3f -1.4.0 2-10-15 14-0 f— — 2-10-15 Scale=1:10.7 3 5.00 Fff B 2 4 2x4= 0-4-12 0-4-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=63/Mechanical,4=30/Mechanical,2=218/0-3-8 (min.0-1-8) Max Horz 2=84(LC 12) Max Uplift 3=-38(LC 12),4.26(LC 9),2=-152(LC 12) Max Gray 3=63(LC 1),4=48(LC 3),2=218(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.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)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 2-10-3 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.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 38 lb uplift at joint 3,26 lb uplift at joint 4 and 152 lb uplift at joint 2. LOAD CASE(S) Standard A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MM-7473 rev.1003/2015 BEFORE USE. Design valid for use only with MIleko connectors.1Ns design k based only utxn parameters shown.and Is for an Indivkdual b ulding 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 IndMdual truss web and/or chord members only.Additional temporary and permanent tracIng MiTek' k always requked for stability and to prevent collapse with possible personal kitty and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Bulking Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job 'Truss Truss Type rlQty Ply 711189792 I12978TOA IJ21 Corner Jack 6 1 Job Reference(optional) Building Component Supply.Jacksonville,Fl 32256 Run:8.110 s Mar 31 2017 Print.8.110 s May 6 2017 MiTek Industries.Inc. Mon May 22 14:42:12 2017 Page 1 I D:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-x5842GAGPkXDDTHGtVdflwx5Bk9NtbT9fTsysEzDw3f •1.4.0 0-10-15 1-4-0 0-10-15 Scale=1:10.1 3 5.00171-2- 2x4 2 v 1 'I' of )( I I 4 2x4 , LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeil Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) 0.00 5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a ria BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=216/0-5-8 (min.0-1-8),3=-52/Mechanical,4=-12/Mechanical Max Horz 5=79(LC 12) Max Uplift 5=-112(LC 12),3=-52(LC 1),4=-14(LC 12) Max Gray 5=216(LC 1),3=33(LC 8),4=12(LC 10) 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=5.0psh h=2511;B=4511 L=241t;eave=41t;Cat. II;Exp C;Encl.,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 112 lb uplift at joint 5,52 lb uplift at joint 3 and 14 lb uplift at joint 4. LOAD CASE(S) Standard A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI.7473 rev.1969/2015 BEFORE USE. Design valid for use only with MIIek6 connectors.This design is based oNy upon parameters shown,and Is for as Individual bolding component,not a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly Incorporate this design Into the overall binding design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members oNy.Additional temporary and permanent txacIng Mffeke Is always required for stability and to prevent collapse with possble personal Injury and property damage. For general gukknce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems-seeANSt/TPII Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA22314. Tampa,FL 33610 Job Truss :Truss Type • Qty Ply I T11189793 I2976TOA J22 Corner Jack 2 1 Job Reference(optional) Building Component Supply.Jacksonville.Fl 32256 Run:6.110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries.Inc. Mon May 22 14:42:13 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-P2ISGcAuA2f4rdsTRD8u17UJ78VXc2jJu7cTOgzDw3e 0-10-15 I 0-10.15 5.0012 Scale=1:10.1 2 2x4 I 1 , t isil rill 1, 111 3 4 2x4 ! LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udell L/d 11PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 4 >999 240 I MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:4 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=30/0-5-8 (min.0.1.8),2=22/Mechanical,3=8/Mechanical Max Horz 4=39(LC 12) Max Uplift 4=-1(LC 10),2=-26(LC 12),3=-13(LC 12) Max Gray 4=32(LC 19),2=25(LC 17),3=18(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=251t;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 psi 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 1 lb uplift at joint 4,26 lb uplift at joint 2 and 13 lb uplift at joint 3. LOAD CASE(S) Standard A WARNING-Verify design pararnelers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M8.7473 rev.10/03/2015 BEFORE USE. iffi• Design valid for use only with Wields connectors.This design is based only upon parameters shown.and Is for an individual txuldng component,not a truss system.Before me,the building designer must verify the applicability ility of design parameters and properly incorporate this design Info the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MIRek. Is always required for stability and to prevent collapse with possbte personal Injury arid property damage. For general guidance rogardng the fatxtcatlon,storage,deiNery,erectors and bracing of trtlssesand truss systems,see.ANSI/1PI1 Qualify Criteria.DSB-89 and BCSI Building Component 6904 Parke East Bled. Safety Intotmallon avdkble from Truss Plate Institute,218 N.Lee Street.Stile 312,Nexarmdrks,VA 22314. Tampa,FL 33610 Job truss truss Type :Qty Ply 111189794 12978T0A J31 Corner Jack 6 1 Job Reference(optional) Building Component Supply,Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries.Inc. Mon May 22 14:42:13 2017 Page 1 ID:Bkpdgaw4zVr2j Z9cn5x6Uz5Rx2-P2iSGcAuA2f4rdsTRD8u17UFIn8Vjc2jJu7cTOgzDW3e -1-4-0 0-10-15 1-4-0 0-10.15 Scale=1:6.5 3 5.00 12 2 1 4 2x4= LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) 0.00 5 >999 180 BCLL 0.0 * Rep Stress Ind YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP • Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. ( MiTek recommends that Stabilizers and required cross bracing-1 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=-6/Mechanical,2=184/0-5-8 (min.0-1-8),4=-23/Mechanical Max Horz 2=51(LC 12) Max Uplift 3=-6(LC 1),2=-144(LC 12),4=-23(LC 1) Max Gray 3=17(LC 12),2=184(LC 1),4=36(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=5.0psf;BCDL=5.0psf;h=25tt;B=45ft;L=24ft;eave=oft;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 to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 6 lb uplift at joint 3,144 lb uplift at joint 2 and 23 lb uplift at joint 4. LOAD CASE(S) Standard A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI-7473 rev.10/3/2015 BEFORE USE Design valid for use only with MTek'connectors.This design Is based only upon Ixrameters shown,and Is for an kxiIvldual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and property lncogxxate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/a chord members only.Additional temporary and permanent bracing Milt*" Is always required for stability and to prevent collapse with possible personal inlay and properly dame . for general gaickr ce reg(tding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IW t Crudity Criteria,DS8-89 and SCSI Building Component 6904 Parke East Bird. Sty Information avdtable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 !Job Truss Truss Type • 1Oty Ply i 111189795 12978T0A '!,J33 Corner Jack .4 1 1 Job Reference(optional) 1 Building Component Supply,Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print-8.110 s May 6 2017 MiTek Industries,Inc. Mon May 22 14:42:14 2017 Page 1 ID:Bkpdqaw4zVr2j Z9cn5x6Uz5Rx2-tEGgTyBWwLnxSnRf?wf7rLlSXXgFLVzS7nL0x6zDw3d -1-4-0 2.10.15 I -4-0 2-10-15 Scale=1:10.7 3 p 5.00 12 8 2 1 4 W- 2x4= LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=63/Mechanical,2=218/0-5-8 (min.0-1-8),4=30/Mechanical Max Horz 2=84(LC 12) Max Uplift 3=-31(LC 12),2.112(LC 12) Max Gray 3=63(LC 1),2=218(LC 1),4=48(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=2511;B=4511 L=241t;eave=oft;Cat. 11;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 2-10-3 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 to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 31 lb uplift at joint 3 and 112 lb uplift at joint 2. LOAD CASE(S) Standard � p 0 WARN*VG-Verily design paramNers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 8911-7473 rev.10030015 BEFORE USE. Nit Design valki for use only with Milekts connectors.II>Is design Is based only upon parameters shown.and Is for cat 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 bulling design. Bracing indicated Is to prevent buckling of IndIvklucl truss web and/or chord members only.Additional temporary and permanent tracing MiTek" Is always required for stability and lo prevent collapse with possible personal terry and properly damage. for general guldax a regarding the fabrication,storage,delivery,erection and bracing of tnrsses and truss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety IMormatlon available from hubs Plate Institute,218 N.Lee Street.Suite 312,Alexancl/la,VA 22314. i Tampa.FL 33610 Job ITruss truss Type • ;Qty 'Ply 711189796 12978T0A IJ34 Corner Jack 2 1 Job Reference(optional) Building Component Supply.Jacksonville,Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries.Inc. Mon May 22 14:42:14 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-tEGgTyBWWLnxSnRf?wf7rLlTKXgsLVzS7nLOx6zDw3d 2-10-15 2.10.15 Scale=1:10.5 2 7 5.00 12 .1; 3 44000. 2x4= LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 3-6 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a ri/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=114/0-5-8 (min.0-1-8),2.73/Mechanical,3=41/Mechanical Max Horz 1=49(LC 12) Max Uplift 1=-19(LC 12),2=-40(LC 12) Max Gray 1=114(LC 1),2=73(LC 1),3=52(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=5.0pst;BCDL=5.Opsf;h=25ft;B=45ft;L=241t;eave=4tt;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.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 19 lb uplift at joint 1 and 40 lb uplift at joint 2. LOAD CASE(S) Standard 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 815-7473 rev.10632015 BEFORE USE. Design wild for use only with MllelcIs connectors.This design is based only upon parameters shown,and is for an indivklual building component.not a truss system.Before use.the building designer must verify the applicability 01 r k:sigrn parameters and properly Incogxrate this design into the 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 ref.fording Bre fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSt/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate I nsttlute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss (Truss Type • :City Ply T11189797 1 1297870A J35 Caner Jack 14 Job Reference(optional) Building Component Supply.Jacksonville,Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries.Inc Mon May 22 14:42:15 2017 Page 1 ID:Bkpdgaw4zVr2j.Z9cn5x6Uz5Rx2-LRpCgIC9hfvo4x0rYdAMNYZb?x7X4xDcMR5ZTZzDw3c -1-4-0--- 4-10-15 1-4-0 4-10-15 Scale=1:14.8 3 5.00 12 8 2 1-4111111 1 ♦ 4 2x4= Plate Offsets(XX)-- 12:0-0-2,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.04 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.07 4-7 >874 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 I Horz(TL) 0.00 3 Na Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=122/Mechanical,2=289/0-5-8 (min.0-1-8),4=60/Mechanical Max Horz 2=119(LC 12) Max Uplift 3=-67(LC 12),2=-117(LC 12) Max Gray 3=122(LC 1),2=289(LC 1),4=88(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psh BCDL=5.Opsi;h=25ft;B=451t;L=24ft;eave=4tt Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 4-10-3 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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 67 lb uplift at joint 3 and 117 lb uplift at joint 2. LOAD CASE(S) Standard � 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI'EK REFERANCE PAGE MM-7473 rev.1G93/201S BEFORE USE. Design valid for use only with MITeky)connectors.This design Is based only upon pxraneters shown.and is for an Incilvkirxnl building component,not a truss system.Before use.the building designer must verify tlx:applicability of design parameters and properly incorporate this design Into the overall bulging design. 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 regadfng the fatxlcatlon,storage,delivery,erection a d bracing of trusses and truss systems,seeANSI/WP,l Quality Criteria,058.89 and BCS(Building Component 6904 Parke East Blvd. Safely Information avalabte from truss Plate institute,218 N.Lee Street.Sulte 312,Alexandria VA 22314. Tampa.FL 33610 Job !truss Truss Type • Qty Ply 711189798 12978T0A J36 Corner Jack 1 1 Job Reference(optional) Building Component Supply,Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries.Inc. Mon May 22 14:42:15 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Flx2-LRpCgIC9htvo4xOrYdAMNYZbxx7O4xDcMRSZTZzDw3c 4-7-t5 4-7-15 Scale=1:14.6 2 5.00 12 , 7 • d ' i 3 2x4= • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.03 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.06 3-6 >896 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=184/Mechanical,2=123/Mechanical,3=61/Mechanical Max Horz 1=79(LC 12) Max Uplift 1=-30(LC 12),2=-71(LC 12) Max Gray 1=184(LC 1),2=123(LC 1),3=86(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuft=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=2511 B=45ft;L=24it 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 4-7-3 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 to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 30 lb uplift at joint 1 and 71 lb uplift at joint 2. LOAD CASE(S) Standard A WARNING-Verify deetyn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AW-7473 rev.10932016 BEFORE USE. Design valid for use only with Mllekb connectors.This design Is based only upon parameters shown.anti Is for'an individual building component,not , • a truss system.Before use,the building designer must verify the applicability of design'ammeters and properly incorporate this design Into the overall baking design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Addllonal temporary and permanent tracing MiTek* is always required for stab5ty and to prevent cWkupse with possible personal Injury and properly damage. For general gukkilce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/WPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate institute.218 N.Lee Sheet,Suite 312,Alexa ndrla,VA 22314. Tampa,FL 33610 Job !Truss 'Truss Type ' Dry Ply T11189799 12978TOA J39 CornerJack 1 1 Job Reference(optional) Building Component Supply.Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries.Inc. Mon May 22 14:42:15 2017 Page 1 I D:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-LRpCgIC9hfvo4x0rYdAMNYZcDx8R4xDcM RSZTZzDw3c 4-1-7 4-1-7 Scale=1:13.0 2 11 • i 5.00 12 7 _'' 1 1 r 411, 3 2x4= LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Met! Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.02 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.04 3-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:131b FT=20% I LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=162/0-5-8 (min.0-1-8),2=106/Mechanical,3=56/Mechanical Max Horz 1=69(LC 12) Max Uplift 1=-28(LC 12),2=-60(LC 12) Max Gray 1=162(LC 1),2=106(LC 1),3=75(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=25tt;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 4-0-11 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 to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 28 lb uplift at joint 1 and 60 lb uplift at joint 2. LOAD CASE(S) Standard A WARNING-Verily dealyn parameters end READ NOTES ON THIS AND INCLUDED ANTEK REFERANCE PAGE MII.7473 rev.10103/2015 BEFORE USE. Design valid for use only with Mllekss connectors.lbs design is based only upon parameters shown.and is for as individual bolding component.not . a truss system.Before use.the bolding designer must verify the applicabllty of design parameters and properly incorporate this design Into tfe:overall bolding design. Bracing Indicated Is to prevent buckling of individual tnus web and/or chord members only.Additional temporary and permanent bracing MiTek* Is always negated for stadlly and to prevent coilapse with pole personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,soeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bird. Sudety Information available horn Truss Plate Institute.218 N.Lee Street Suite 312,Alexarndria,VA 22314. Tampa.FL 33610 Job Truss iTuuss Type ' ;Qty 1Ply T11189800I 12978T0A ,J42 Corner Jack 2 i 1 i I Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 Run:8.110 s Mar 3t 2017 Print:8.110 s May 6 2017 MiTek Industries.Inc. Mon May 22 14:42:16 2017 Page 1 ID:Bkpdgaw4zVr2j--Z9cn5x6Uz5Rx2-pdNaueDnSz2fi4b26Lhbwm6ol LXNpOSla5g7??zDw3b I -1-4-0 — — 1-4-15 _, 1-4-0 1-4-15 Scale=1:7.6 3 T 5.00 12 ni N -I 2 Q rA O O _ 1 1 / 4 kAd7j. 2x4= LOADING (psf) 1 SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud , PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) 0.00 7 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007Matrix-MP Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-4-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3.15/Mechanical,2=181/0-5-8 (min.0-1-8),4=0/Mechanical Max Horz 2=60(LC 12) Max Uplift 3=-5(LC 9),2=-123(LC 12) Max Gray 3=15(LC 17),2=181(LC 1),4=20(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=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24f1;eave=411;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)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 5 lb uplift at joint 3 and 123 lb uplift at joint 2. LOAD CASE(S) Standard t � la V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.1(5113/2015 BEFORE USE. Design vdid for use only with MIIekSS connectors.this design Is based only upon parameters shown,and Is for an individual building comixxnent not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate Ids 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 txaring MiTek• Is always required for staABlty and to prevent collapse with possible personal!Nur/and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see.ANSI/lPI l Qualify Criteria,058.89 and 8CSI Building Component 6904 Parke East Blvd. Safety IMormalion ovcilable from truss Plate Institute,218 N.tee Street.Suite 312.Nexartdd a.VA 22314. Terme,FL 33610 Job Truss [russ Type rty Ply 111189801 112978TOA ';J44 Coiner Jack 1 Job Reference(optional) Building Component Supply.Jacksonville.FI 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries.Inc. Mon May 22 14:42:16 2017 Page 1 ID:Bkpdgaw4zVr2j Z9cn5x6Uz5Rx2-pdNaueDnSz21i4b26Lhbwm6o1LWGpOSla5g7??zDw3b -1-4-0 3.4.15 1-4-0 3-4-15 — — Scale=1:11.7 3 5.00 Di 9 N Ot 2 711,1 8 , 4 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation•uide. REACTIONS. (lb/size) 3=78/Mechanical,2=235/0-5-8 (min.0-1-8),4=38/Mechanical Max Horz 2=93(LC 12) Max Uplift 3=-40(LC 12),2=112(LC 12) Max Gray 3=78(LC 1),2=235(LC 1),4=58(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=5.0psf;BCDL=5.Opsf;h=25ft B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 3-4-3 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. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 40 lb uplift at joint 3 and 112 lb uplift at joint 2. LOAD CASE(S) Standard 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.100312015 BEFORE USE Design valid for use only with MI lekl)connectors.This design k hosed only urx>n parameters shown,and is for an individual bulling component.not a truss system.Before use,the bulling designer must verify the applicability of design parameters and properly Incorporate ink design Into the 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 requked for stability and to prevent co1kr a with possible personal Injury and properly damage. for general guidance regarding the tciricatbn,storage.delivery,erection and bracing 01 trusses and truss systems.seoANSt/TPI1 Quality Criteria.DSB-89 and BCS!Building Component 6904 Parke East Blvd. Salify Information available from Truss Male Institute.218 N.Lee Street Suite 312.Alexandria,VA 22314. Tampa.FL 33610 IJob Truss Truss Type .Qty Ply 711189802, 12978TOA J46 Corner Jack :2 1 Job Reference(optional) Building Component Supply.Jacksonville,Fl 32256 Run:8.110 s Mar 31 2017 Punt 8.110 s May 6 2017 MiTek Industries,Inc. Mon May 22 14:42:17 2017 Page 1 I D:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-Ipxz5_EPDGAW J EAEg2CgSzewHloDYriuplagYRzDw3a -1.4-05-4-15 -- 1 I 1-4-0 I 5.4-15 Scale=1:16.2 3y A 5.00 1.2 a r: C 9 8 2 d 1 4 2x4= Plate Offsets(X,Y)-- [2:0-0-10,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.05 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.10 4-7 >639 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=136/Mechanical,2=308/0-5-8 (min.0-1-8),4=67/Mechanical Max Horz 2=127(LC 12) Max Uplift 3=-75(LC 12),2=-120(LC 12) Max Gray 3=136(LC 1),2=308(LC 1),4=97(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=5.0ps1;h=25f1;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 5-4-3 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 to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 75 lb uplift at joint 3 and 120 lb uplift at joint 2. LOAD CASE(S) Standard ©WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M0-7473 rev.1003/2015 BEFORE USE. 111. Design valid for use only with Weld)connectors.this design 5 based only upon rxaometers shown.and Is for an individual building component,not a buss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall taking design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek' 6 always required for stability and to prevent collapse with possble persorxi krlrrygeneral and property damage. For guidance remixing the fabrication.storage,delivery.erection and bracing of trusses and truss systems,seoANSI/IPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bird. Safety Information available from Truss Plate institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tempe.FL 33610 Job Truss Truss Type 1 •Qty !Ply 111189803 12978TOA TO., GABLE 1 1 Job Reference(optional) Building Component Supply,Jacksonville.Fi 32256 Run:8.110 s Mar 31 2017 Prrnt:8.110 s May 6 2017 MiTek Industries,Inc. Mon May 22 14:42:18 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-mOVLJJEI_alMxOlQEmk3?BB8F8ByHIG22PJE4tzDw/3Z 20-5-0 21-9-0 I1-4-0 102.8 10-2-8 I 140 I Scale=1:38.3 5x6= 8 9 10 5.00,12 307 ^ n , 1131 r 12 6 g. w r r 13 5 ^ r r r V 3x4\\ 4II . . r 14 3x4 // 1532 r 29 r ., , f'--1 ! 1 1 I 441 ito000014-011.*..... . hi . . . .... . ... . .. .... . .. .... . .. . t 5x6=4x10 28 27 26 25 24 23 22 21 20 19 18 4x10 7 5x6= 6x6 20-5.0 H 20-5-0 Plate Offsets(X,Y)-- j2:0-3-8,Edgel,j2:0-0-8,Edge),[9:0.3-0,0-2-4),[16:0-3-8,Edgel,[16:0-0.8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.00 17 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.00 17 n/r 120 BOLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 16 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 II Matrix-S 1 Weight:108 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 20-5-0. (Ib)- Max Horz 2=-82(LC 10) Max Uplift All uplift 100 lb or less at joint(s)24,25,26,27,28,22,21,20,19,18 except 2=-118(LC 12), 16=-118(LC 12) Max Gray All reactions 250 lb or less at joint(s)2,16,23,24,25,26,27,28,22,21,20,19,18 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=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)-1-4-11 to 1-7-5,Exterior(2)1-7-5 to 10-2-8,Corner(3)10-2-8 to 13-2-8 zone;C-C for members and 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. 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. 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)24,25,26,27,28, 22,21,20,19,18 except(jt=1b)2=118,16=118. LOAD CASE(S) Standard 1 f A WARNMVG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1.7473 rev.10/03/2016 BEFORE USE. INIT Design valid for use only with Mlteir8)connectors.this design is based only upon parameters shown,and Is for on individual bxdd ung componont,not a inns system.Before use.the bxlldrrg designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Iridcated is 10 prevent buckling or kndvkluel truss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always required for slabYlty and to prevent collapse w th possible personal injury and properly damage. For general gucknce regarding Bre fabrication,storage,delivery,erection and bracing of trusses aid tmss systems,seeANSI/IPtt Quality Criteria,OSB-89 and BCS,Building Component 6904 Parke East Blvd. Safety Information available from Taus Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job i Truss Truss Type • ,<Qty 1Ply 7111898041: 12978T0A �i,T02 Common 2 1 Job Reference(optional) 1 Building Component Supply.Jacksonville,FI 32256 Run:8 110 s Mar 31 2017 Print.8.110 s May 6 2017 MiTek Industries.Inc. Mon May 22 14:42:19 2017 Page 1 ID:Bkpdgaw4zVr2j.Z9cn5x6Uz5Rx2-EC3jWIFIIuQDZYJcnTFIYOkH4YOPOiHBG33ncKzDw3Y -1-4-0 5-8-4 10-2-8 __ 14-8-12_ _ 20-5-0 21-9-0 1.4-0 1 5-8-4 4-6-4 } 4-6-4 5-8-4 1-4.0 Scale=1:37.1 6x6= 4 5.00 i 12 18 2x4 ii 17 2x4 II 1 3 r Y 16 19 2 6 i t .2 — — - •- • I 7 Io ek 9 8 3x4= 6x6= 4x5= 3x4 I 5-8-4_____ 14-8-12 20-5-0 I 5-8-4 - - 9-0-8 5-8-4 Plate Offsets(X,Y)-- 14:0-3-0,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.16 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.46 8-9 >537 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(TL) 0.04 6 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:92 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (Ib/size) 2=900/0-5-8 (min.0-1-8),6=900/0-5-8 (min.0-1-8) Max Horz 2=88(LC 10) Max Uplift 2=-286(LC 12),6=-286(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-16=-1542/425,3-16=-1481/443,3-17=-1517/514,4-17=-1462/529,4-18=-1484/540, 5-18=-1539/524,5-19=-1484/439,6-19=-1545/422 BOT CHORD 2-9=-304/1367,8-9=-182/905,6-8=-325/1369 WEBS 4-8=-197/659,5.8=-297/216,4-9=-187/641,3-9=-291/211 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=5.0pst;BCDL=5.0psh h=251t;B=4511 L=241t;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 10-2-8,Exterior(2)10-2-8 to 13-2-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) 2=286,6=286. LOAD CASE(S) Standard Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MI1-7473 rev.10.93/1015 BEFORE USE. Design valid for use only with MITek1D connectors.This design Is based only upon parameters shown-and Is for an Individual building cornparx-nt.notla a truss system.Before use.the building designer must verify the appticabll fy of design parameters and properly Incorporate this design Into the overall briding design.Bracing Indicated is to prevent buckling of IrldIviddual truss web and/or chord members only. Addiflo nd temporary and permanent tracing Milek' Is always required for Motility and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fclrlcatkrL storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Qualify Criteria,DSB-89 and BCSI Balding Component 6904 Parke East Blvd. Safely Information avdk.Lle from Truss Plate i nstItute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss 'Truss Type • 'i3ty IPIy - 711189805 1297610A 103 I Common 8 Job Reference(optional) _ Building Component Supply.Jacksonville.FI 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries.Inc. Mon May 22 14:42:20 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-iOd5k?GH W BY4AiupLBmX4cGStyk119ULVjoK8mzDw3X -1-4-0 5-8-4 10-2-8 14-8-12 20-5-0 1-4-0 5-8-4 4-6-4 — — 4-6-4 5-8-4 Scale=1:34.9 6x6= 4 5.0017 17 2x4 I 2x4 I 3 5 18 15 I 6 2 • t 7-11 o �� 8 7 3x4 3x4= 6x6- 4x5 i 5.8 4 I 14-8-12 20-5-0 5-8-4 9-0-8 5-8-4 Plate Offsets(X,Y)-- 14:0-3-0,0-2-01 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.16 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.46 7-8 >538 180 BCLL 0.0 * Rep Stress lncr YES WB 0.25 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:90 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-9-2 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing • be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=815/0-5-8 (min.0-1-8),2=901/0-5-8 (min.0-1-8) Max Horz 2=90(LC 11) Max Uplift 6=-213(LC 12),2=-287(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-15=-1544/433,3-15=-1483/450,3-16=-1520/521,4-16=-1465/537,4-17=-14931552, 5-17=-1549/536,5-18=-1493/457,6-18=-1554/447 BOT CHORD 2.8=-355/1369,7-8=-209/908,6-7=-348/1379 WEBS 4-7=-201/668,5-7=-300/217,4-8=-185/641,3-8=-291/211 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=45th L=24f1;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 10-2-8,Exterior(2)10.2.8 to 13-2-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psi 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)except(jt=1b) 6=213,2=287. LOAD CASE(S) Standard WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.109312015 BEFORE USE. • Design valid for use only with hiteku connectors.This design Is kw.ecf only upon parameters shawls,and Is for an Individual building component.not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent b uclding W IndNkdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always requked for stability and to prevent collapse with possible personal I*ry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IP1T Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avaYWie from Truss Plate kutihrte,218 N.Lee Street.Sulk:312.Nexardrkl,VA 22314. Tampa.FL 33610 Job Truss Truss Type .Qty Ply 7111898061 12978TOA 704 !Halt Hip Girder 1 1 Job Reference(optional) Building Component Supply.Jacksonville,Fl 32256 Run:8.110 s Mar 31 2017 Print 8.110 s May 6 2017 M7ek Industries.Inc. Mon May 22 14:4220 2017 Page 1 I D:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-iOd5k?GH W BY4AiupLBmX4cGNcyoTl8kLVjoKBmzDw3X -14-0 7-0-0 9-7-0 1-4-0 7-0-0 2-7-0 NAILED NAILED Scale=1:29.5 4x5= 3x4= 3.00 1.7F 3 8 4 3x4 v � i 6 9 5 7 3x8= 2x4 I 2x4 I Special NAILED 7-0-0 9-7-0 —+ 7-0-0 2-7-0 Plate Offsets(X,Y)-- 12:0-1.4,0.1-81 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.06 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.16 6-7 >681 180 BCLL 0.0 * Rep Stress Incr NO WB 0.30 Horz(TL) -0.00 5 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:62 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer _Installation guide. REACTIONS. (Ib/size) 5=900/Mechanical,7=591/0-5-8 (min.0-1-8) Max Hort 7=171(LC 8) Max Uplift 5=-292(LC 4),7=-222(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-470/111,3-8.392/128,4-8=-392/128,4-5=-850/301,2-7=-524/250 WEBS 3-6=-349/226,4-6=-258/794,2-6=-67/340 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=5.0psh h=25ft B=451t;L=2411 eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 5=292,7=222. 8)"NAILED"indicates 3.10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)325 lb down and 117 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,3-4=-60,5-7=-20 Concentrated Loads(Ib) Vert:3=-126(F)6=-325(F)8=-144(F)9=-62(F) � 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MllekI)connectors.IMs design is based only upon parameters shown.and Is for an indlvIdual building component.not a truss system.Before use,the balding designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. for general rrukkxx:e regrading the fabrication,storage,delivery,erection and bracing of busses and truss systems,see:ANSI/1Plt Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety IMormalton available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandrk>,VA 22314. ----- Tampa.FL 33610 Job Truss Truss Type > .Qty Ply I 711189807', 12978T0A T05 Half Hip 1 1 ! Job Reference(optional) Building Component Supply,Jacksonville.Fl 32256 Run:8 110 s Mar 31 2017 Print.8.110 s May 6 2017 MiTek Industries.Inc. Mon May 22 14:42:21 2017 Page 1 ID:Bkpdqaw4zVr2j Z9cn5x6Uz5Rx2-AbBTxLHvHVgxosT?vuHmdppXdM5bUd0UkNYuhCzDw3W -1-4-0 4-9-8 9-0-0 9.7.0 1 1-4-0 4-9-8 428 10-70{ 2x4 11 Scale=1:28.4 4 3.00 12wl 6 3x4 3 Allithhi... 2x4 11 _v 2 C. 1 r O o, a 4 I I I.:. l i mum r 5 6 3x4= 3x5 1 9-7-0 { 9-7-0 Plate Offsets(X,Y)-- [3:0-1-8,0-1-81,15:0-1-12,0-1-8],[6:0-2-4,0.1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (foe) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.24 5-6 >474 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.59 5-6 >190 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.17 Horz(TL) 0.00 5 n/a Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:57 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.1 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (Ib/size) 5=364/Mechanical,6=470/0-5-8 (min.0-1-8) Max Horz 6=196(LC 12) Max Uplift 5=-149(LC 8),6=-168(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-5=-258/258 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=4511;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-7 to 1-7-9,Interior(1)1-7-9 to 9-5-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 5=149,6=168. LOAD CASE(S) Standard � 1 V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED ARTEK REFERANCE PAGE Md-7473 rev.10/0302015 BEFORE USE Mt Design valki for use oNy with MI lekl:cermet:94s.1Ns design Is based only upon parameters shown,and Is for an hdivldual bolding Component.not a truss system.Before use,the biking designer must verity the applIcabllty of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual hum web and/or chord members only. Additional temporary and permanent tracing MiTek' Is always required for stability and to prevent collopxe with parable personal Injury and property damage. kr general gukWrce regarding the fabrication,storage,delivery,erection and bracing of trusses and huts systems,seeANSI/lPl l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdkt,Ie koro truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job ;Truss Ifruss Type Qty Ply 111189808 12978T0A T06 I Monopilch 1 1 f Job Reference(optional) — _ Building Component Supply,Jacksonville.Fl 32256 Run:8 110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries.Inc. Mon May� 22 14:42:21 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-AbBTxLHvHVgxosT?vuHmdppXdM5bUd0UkNYuhCzDwOW -1-4-0 4-9-8 9-7-0 1-4-0 4-9-8 4-9-8 — 1 2x4 !1 Scale=1:30.0 4 3.00 r12 8 r 3x4 3 2x4 11 7 2 1 r• r• 011711.1 5 6 3x4= 3x5= 9-7-0 9-7-0 Plate Offsets(X,Y)-- 13:0-1-8,0-1-81,15:0-1-12,0.1-81,16:0-2-4,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.24 5-6 >474 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.59 5-6 >190 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:57 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except BOT CHORD 2x4 SP No.1 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=364/Mechanical,6=470/0-5-8 (min.0-1-8) Max Horz 6=130(LC 8) Max Uplift 5=-155(LC 8),6=-162(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-5=-258/233 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psh BCDL=5.Opsf;h=25ft;B=45ft;L=24th eave=4t1;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4.7 to 1-7-9,Interior(1)1-7-9 to 9-5.4 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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 5=155,6=162. LOAD CASE(S) Standard A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/F7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Werra connectors.this 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 IndNldual truss web and/or chord members only.Additional temporary and permanent tracing MiTek' Is always required for stability and to prevent colicvse with posstle personal injury and properly damage. for general mak:lice regrading the labricatkin storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avclable from truss Ptate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. ----- Tampa,FL 33610 Job ITruss Truss Type • 'Oly Ply 1111898091 12978TOA 107 Hall Hip Girder 1 1 Job Reference(optional) Building Component Supply.Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries.Inc. Mon May 22 14:42:22 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-enks8hHY2poo002BTbo?91 Mi3mTKDzTez1 H RDf2Dw3V -1-4-0 7-0-12 9-7-0 11-4-8 1.4-0 7-0-12 2-6-4 1-9-8 3x6= 4x5= Scale=1:30.7 4 5 3.00 I12 2x4 II 1 3 4x5 0 2 0111 I I 7 9 10 6 8 7x10= JUS24 JUS24 2x4 I 2x4 I THD26 7-0-12 11-4-8 7-0-12 4.3.12 Plate Offsets(X,Y)-- 1 t LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 . Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.04 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.09 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.61 Horz(TL) -0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:80 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-11 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer j Installation guide. REACTIONS. (lb/size) 6=1583/Mechanical,8=965/0-5-8 (min.0-1-8) Max Horz 8=195(LC 8) Max Uplift 6=-477(LC 4),8=-307(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1146/271,3-4=-1105/326,4-5=-1058/321,5-6=-1117/370,2-8=-905/335 WEBS 3-7=-304/202,5-7=-481/1591,2-7=-193/1019 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;Encl.,GCpi=0.18;MWFRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi 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 tit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6=477,8=307. 8)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 7.0-12 from the left end to connect truss(es) T04(1 ply 2x4 SP)to back face of bottom chord. 9)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 1-4-0 oc max.starting at 9-0-12 from the left end to 10-4-12 to connect truss(es)T05(1 ply 2x4 SP),TO6(1 ply 2x4 SP)to back face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-4=-60,4-5=-60,6-8=-20 Concentrated Loads(Ib) Vert:7=-880(B)9=-344(B)10=346(B) Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.1003/2015 BEFORE USE Design valki for use only with MIIekiD connectors.this design is based only upon parameters shown-and Is for an individual bolding component.not a buss system.Before we.the building designer must verify the applicability of design rxzurnelers and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling 01 Individual miss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for slcibillty and to prevent collapse with possible personal injury and property damage. for general guidance regarding the falrk:atlon,storage,delivery,erectkxn and bracing of busses and truss systems,seoANSI/1PI1 Quality Criteria.DSB-89 and BCSI Bulking Component 6904 Parke East Blvd. Safely Information avallatAe horn truss Plate Institute.218 N.Lee Street.State 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type • -- :Qty Ply 111189810 12978TOA ',T08 Monopkch Gilder :1 2 Job Reference(optional) _ Building Component Supply.Jacksonville,Fl 32256 Run:8.110 s Mar 31 2017 Print8.110 s May 6 2017 MiTek Industries.Inc. Mon May 22 14:42:23 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-6zIEM1 IAp6wf 19dO0JJEiEurm9igyLEnBh1?I5zDw3U 3-11-8 8-0-0 11-7-0 3-11-8 4.0.8 3-7-0 6x6 Scale=1:32.5 4 3.00 12 2x4 3 4x5 2 5x6 IRON d 1 r> 111.1 ch Ilirl&1161805 IMMII11111111 111111111 : 1 9 7 10 6 11 12 5 8 THD46 7x6- THD46 10x12— THD26 4x5= 3x8 MT2OHS 11 Special THD46 THD46 3-11-8 8-0-0 11-7-0 3-11-8 { 4-0-8 3-7-0 I Plate Offsets(X,Y)-- j1:0-2-8,0.2-81,14:0-2-4,0-2-121.17:0-2-4,0.4-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.06 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.11 6-7 >999 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.96 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:181 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-2 oc purlins, except BOT CHORD 2x6 SP No.1 end verticals. WEBS 2x4 SP No.3*Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4-5:2x6 SP No.2,4-6,1.7:2x4 SP No.2 REACTIONS. (lb/size) 5=3501/Mechanical,8=2271/0-5-8 (min.0-2-13) Max Horz 8=126(LC 4) Max Uplift 5=-522(LC 4),8=-160(LC 4) Max Gray 5=5669(LC 12),8=4745(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-4745/156,2-3=-3555/196,3-4=-3545/239,4-5.4318/348,1-8=-3921/165 BOT CHORD 7-10=-254/4590,6-10=-254/4590 WEBS 2-7=-206/1153,2-6=-1478/143,4-6=-421/6109,1-7=-139/5237 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,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 0-5-0 oc,Except member 6-2 2x4-1 row at 0-9-0 oc,member 3-6 2x4-1 row at 0-9-0 oc, member 6-4 2x4-1 row at 0-9-0 oc,member 7-1 2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=2511 B=45ff;L=2411;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 5=522,8=160. 9)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 9-7-12 from the left end to connect truss(es) T07(1 ply 2x6 SP)to front face of bottom chord. 10)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starling at 2-0-0 from the left end to 8-0-0 to connect truss(es)F08(1 ply 2x4 SP)to back face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1842 lb down at 10-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard taut rrr ruCu Ur I pay-u L A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE ANI-7473 rev.10/03/201S BEFORE USE. Design valid lot use only with MileIrB connectors.this design Is based only upon parameters shown,and Is ler an Individual bulking component,not a truss system.Before use-the bulking designer must verify the applicability of design parameters and properly incorporate this design Into the overall bulking design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Addifier al temporary and permanent bracing M iTek" Is always required for stability and to prevent collapse wllh possible personal injury and property damage. For general gridalce regacing the fabrication,storage,delivery-erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Crttaria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Slaty Information avalktle from Truss Plate InstItute,218 N.tee Street.Suite 312.Nowridtks.VA 22314. Tampa.FL 33610 Job Truss ITruss Type ,Qty Ply T11189810• 12978T0A T08 Monopich Girder 1 2 Job Reference(optional) Building Component Supply.Jacksonville.Ft 32256 Run:8.110 s Mar 31 2017 Print8.110 s May 6 2017 MiTek Industries.Inc. Mon May 22 14:42:23 2017 Page 2 ID:Bkpdgaw4zVr2j..Z9cn5x6Uz5Rx2-6z1 EM 1 IAp6wf 19dO0JJ EIEurm9igyLEnBh 1?15zDw3U LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,5-8=-20 Concentrated Loads(Ib) Vert:6=-662(B)7=-662(B)9=-662(B)10=-662(B)11=-1563(F)12=-662(B) • 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milekf81 connectors.This design Is based only upon parameters shown,and is for an individual building ccmll.xmenl.not a truss system.Before use,the building designer must verify the applicability of design dxxomelers aryl prolxrly Incorporate this design Into the overall bUNdklg design.Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional ternpxeary and permanent bracing MiTek' is always requked for stability and to prevent colc>Use with p osstie personal injury and properly dasna e.. Tor general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI l Quality Criteria.DSB-89 and SCSI BuikSng Component 6904 Parke East Blvd. Safety Information avalable from Truss Plate Intrute.218 N.Lee Street.Spite 312.Alexandria VA 22314. Tampa.FL 33610 Job truss Truss Type • Qty (Ply T11189811 12978T0A T09 Halt Hip Girder ii 1 i 1 Job Reference(optional) Building Component Supply,Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 Mask Industries.Inc. Mon May 22 14:42:23 2017 Page 1 ID:Bkpdgaw4zVr2j-Z9cn5x6Uz5Rx2-6zIEM I IAp6wf19dOOJJEiEuvV9o8yWgnBh1?I5zDw3U •1.4.0 2-10-8 7.11.8 8-5-8 1-4-0 1 2-10-8 — f 5-1-0 +0_6_0 Scale=1:18.5 NAILED 4x5= NAILED NAILED 3x4= 312 13 4 5 5.00;12 _i n n 7 - I I I I Ti n 2 r �' "— — I� 0 1 _ 14 15 S Pecial x4 NAILED NAILED2x4, 6 2x4= 0.4-122.10.8 7-11-8 -- $-2.12 0-4-12 2-5-12 5-1 0 3.4 Plate Offsets(X,Y)-- [4:0-1-12,0-1-81,[8:0-1-12,0-1-81 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.12 7-8 >825 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.15 7-8 >642 180 BCLL 0.0 • Rep Stress lncr NO i WB 0.23 � Horz(TL) 0.00 6 n/a n/a BCDL 10.0 j Code FBC2014/TPI2007 Matrix-MP Weight:36 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-1-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation quide. REACTIONS. (lb/size) 6=320/0-5-8 (min.0-1-8),2=435/0-3-8 (min.0-1-8) Max Horz 2=85(LC 8) Max Uplift 6=-219(LC 5),2=-287(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-648/426,3-12=-571/405,12-13=-571/405,4-13=-571/405,4-7=-312/221 BOT CHORD 2-8.399/567 WEBS 4-8=-419/592 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25it;B=45ft L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6=219,2=287. 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)10 lb down and 17 lb up at 2-10-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-60,3-4=-60,4-5=-20,6-9=-20 Concentrated Loads(Ib) Vert:3=-4(B)8=-8(B)12=-4(B)13=-10(B)14=-10(B)15=-10(B) 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 611t-7473 nv.10/03/201S BEFORE USE. lin Design valid for use only with Milekyv connectors.Itds design is based only upon parameters shown.and Is for(Si individual holding component.not a truss system.Before use,the bulking designer rnusl verity the applicability of design parameters and property Incdrp outle ttds design into the overall trading design. lkacksg indicated is to prevent buckling of individual truss web axil/or chord members only.Additional temporary and rxerrnrxtent bracing MiTek' B always required for stabilty and to prevent collapse wtth possible personal Iniury and property damage. For general gr&lance regarding the tatxicatkm,storage,delivery-erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informallon avalhable from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 IJob Truss Truss Type ' POty Ply T11189812; I,12978TOA T10 Roof Special Girder 1 Z Job Reference(optional) Building Component Supply.Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MIT elf Industries.Inc. Mon May 22 14:42:24 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-a9scZNJoaQ2WtJCaaogTFSR4gZ7thzswQLmYHXzDw3T 3-5-8 4-7-8 8-5-8 1-4-0 3-5-8 1-2-0 3-10-0 Scale=1:18.7 3x6= 3x4 1 3 4 5.00 12 n 3.8= — 2x4 II . I I 6 12 III O IIIch2 ' cA 1 r 8 .3x4 11 7 6x6= 3x4= 0-4-12 3-5-8 4-7-8 8-5-8 10.4.12} 3-0-12 1-2-0 3-10-0 Plate Offsets(X,Y)-- [2:0-4-10,Edgel,[3:0-3-0,0-2-4],[5:0-2-4,0-1-8],[7:0.1-12,0.1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.35 7-8 >285 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.38 7-8 >263 180 BCLL 0.0 " Rep Stress Incr NO WB 0.23 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:76 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS'Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 3-4:2x4 SP No.2 end verticals. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3`Except* 4-8:2x8 SP No.2 REACTIONS. (lb/size) 7=1489/0-5-8 (min.0-1-8),2=790/0-3-8 (min.0-1-8) Max Horz 2=118(LC 12) Max Uplift 7=-480(LC 9),2=-319(LC 8) Max Gray 7=1535(LC 17),2=790(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-12=-999/934,3-12=-977/942,3-4=-1002/1012,5-8=-636/293,6-7=-977/657 BOT CHORD 2-8=-1039/1002,7-8=-1493/1446 WEBS 5.7=-1493/1542 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,2x8-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)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=5.Opsf;h=25th B=45ft L=2411;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 3-5-8,Exterior(2)3-5-8 to 4-3-14,Interior(1)4-3-14 to 8-3-12 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7=480,2=319. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-60,3-4=-60,5-6=-444,7-9=-20 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M47473 rev.10/03/2016 BEFORE USE. 1 tut Design valid for use only with Milek0 connectors.This design is based only upon parameters shown.and Is for at individual building component not a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual taus web and/or chord members only.Additional temporary and perrnrnentbrracing Mak' Is always required for stability and to prevent Collapse with possible personal injury and property damage. For general guidance e regarding ne fabrk:atlorl,storage,delivery,erection and bracing of losses and truss systems,seeANSI/TPI I Quality Criteria,D58-89 and BCSI Building Component 6904 Parke East Blvd. Safely IMormatten avdbairte from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 IJob Truss Truss Type '' SQty Ply I 711189613 1297870A !III Han Hip 5 1 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries.Inc. Mon May 22 14:42:25 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2.3MQ_njKOLkANHTnm8kMinf GhzUROLK4f?W5gzzDw3S -1-4-0 4-7-8 8-5-8 — — - — — 1.4.0 4-7-8 3-10-0 Scale=1:19.0 3x4 II 3 5.00 12 4x10= 2x4 II 5 H 11 1 ---. Ie IT 2 d - 1 7 ,� � 3x4 II /\1 6 3x4 = 4x5= 0-4-12 4-7-8 8-5-8 0-4-12 4-2-12 I 3-10-0 I Plate Offsets(X,Y)-- (4:0-3-12,0-2-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.08 7-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.09 7-10 >999 180 BCLL 0.0 " Rep Stress Incr NO WB 0.54 Horz(TL) 0.02 6 rVa rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:40 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 5.0-10 oc bracing. 3-7:2x8 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=569/0-5-8 (min.0-1-8),2=647/0-3-8 (min.0-1-8) Max Horz 2=149(LC 12) Max Uplift 6=-199(LC 9),2=-216(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-1006/689,3-11=-961/698,4-7=-301/171,3-4=-158/293 BOT CHORD 2-7=-741/887,6-7=-1301/1579 WEBS 4-6=-1631/1344 NOTES- 1)Unbalanced roof live toads 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=2511 8=4511;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 8-3-12 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except()t=lb) 6=199,2=216. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s). The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,4-5=-60,6-8=-20 Concentrated Loads(Ib) Vert:4=-468 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10031201S BEFORE USE. Design valid for use only with MIkNd;connectors.this design is bused only upon parameters shown.and is for an in divkdu al tending cornrxxieni.not , a truss system.Before use.It10 building designer must verify the applicability or design parameters and properly Incorporate this design Into rho overall txAdng design. Bracing indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent trox:lna MiTek' Is always required tot stability and to prevent collgbse with possible personal Injury and property damage. for general guidance regrJdng the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quay Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Nexan dda,VA 22314. Tampa,FL 33610 Job Truss Truss Type 1 .Qty Ply i 111189814 12978TOA T12 Hall Hip Girder 1 2 Job Reference(optional) Building Component Supply.Jacksonville.FI 32256 Run:8.110$Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries.Inc Mon May 22 14:42:25 2017 Page 1 ID:•kpdgaw4zVr2j_Z9cn5x6Uz5Rx2-3MQ_njKQLkANHTnmBkMinf-FVzXzQOT4f?W5gzzDw3S -1-4-0 4-7-8 8-5-8 I1.4.0 4-7-8 1 3-10-0 -I Scale=1:19.0 3x4 II 3 5.00 12 4x10= 2x4 II 5 4 ,p • 11 1 y ; I 2 a 1 7 � 3x4 I: 6 2x4= 3x4= 0-4-12 4-7-8 8-5-8 0 4-12' 4-2.12 I 3-10-0 I Plate Offsets(X,Y)-- (4:0.4.0,0.2-01,16:0-1-12.0-1-81 LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.06 7-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.06 7 >999 180 BCLL 0.0 ' Rep Stress Inch NO I WB 0.33 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 1 Matrix-MP Weight:79 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 4-5:2x4 SP SS end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-6-13 oc bracing. WEBS 2x4 SP No.3'Except' 3-7:2x8 SP No.2 REACTIONS. (lb/size) 6=1489/0-5-8 (min.0-1-8),2=790/0-3-8 (min.0-1-8) Max Horz 2=149(LC 12) Max Uplift 6=-474(LC 9),2=-304(LC 8) Max Gray 6=1539(LC 17),2=790(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-1357/1221,3-11=-1312/1230,4-7=-279/161,3-4=-360/428,5-6=-977/657 BOT CHORD 2-7=-1233/1211,6-7=-2177/2156 WEBS 4-6=-2227/2248 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,2x8-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)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=oft Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1.4-11 to 1-7-5,Interior(1)1-7-5 to 8-3-12 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 6=474,2=304. LOAD CASE(S) Standard 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,4-5=-444,6-8=-20 ims. V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mllek:connectors.1Ns design Is based only upon parameters shown-and is for an Individual building component.not a truss system.Before use,the building designer must verity tire applicability of design parameters and properly incorporate this design Into the overall bulcing design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Milek• B always required for stability and to prevent collapse with possible personal irkay and property damage. For general guidance regarding the fabrication.stoage,delivery,erection and bracing of trusses and truss systems,seoANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informatton available from truss Plate Institute.218 N.Lee Street Suite 312.Alexandria VA 22314. Tampa.FL 33610 ;Job Truss Truss Type 'Qty Ply T11189815 12978T0A T13 Roof Spacial 3 1 Job Reference(optional) Budding Component Supply,Jacksonville,FI 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries.Inc. Mon May 22 14:42.26 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-XY_M_3L261 I EudMzi RlxKtW PENnp9u W DteFfMQzDw3R -1-4-0 4-4-0 7-11-8 140 4-4-0 3-7-8 2x4 Scale=1:22.3 4 5 p 5.00 12 2x4 3 12 �+ 11 I 2 ig meg. 3x6 3x4= 6 Q-4-12 8-2-12 { 0-4-12 7-10-0 Plate Offsets(X,Y)-- (2:0-2-15,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) [(deft Ltd I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.41 7-10 >241 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.39 7-10 >256 180 BCLL 0.0 * Rep Stress Inca YES WB 0.16 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:37 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.1 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-4.0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer , Installation guide. REACTIONS. (lb/size) 6=290/0-5-8 (min.0-1-8),2=418/0-3-8 (min.0-1-8) Max Horz 2=169(LC 12) Max Uplift 6=-192(LC 12),2=-254(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-366/268,11-12=-352/271,3-12=-298/281 BOT CHORD 2-7=-455/333 WEBS 3-7=-3811521 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0pst BCDL=5.0psi h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 7-10-0 zone;cantilever lett exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)"This truss has been designed for a live load of 20.0psi on the bottom chord in alt areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6=192,2=254. LOAD CASE(S) Standard mit A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.1003/2015 BEFORE USE. Design valid for use only with MIIekB connectors.this design is based only upon parameters shown.and Is for an IndMdial building component,not a truss system.Before use-the building designer must verify the applicability of design parameters and property Incorporate his design Into the overall balding design. Bracing indicated is to prevent budding of indNid al truss web and/or chord members only.Addtlonal temporay and perrnarrorlt bracing MiTek, Is always required to stability and to prevent coitq>se with ryossIble persona Injury and properly damage. to general guidance regcxd ing the fablcatkri storage,delivery,erection and bracing of trusses and truss systems,sneANSI/TPI l Quality Cdterla,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available horn truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa.FL 33610 !Job 'Truss 'Truss Type t Qty 'Ply 111189816 1297870A 114 Hall Hip 1 1 Job Reference(optional) Building Component Supply.Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 Mush Industries.Inc. Mon May 22 14:42:26 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-XY_M_3L261 IEudMziRtxKtW OhNn_9u3DteFfMQzDw3R -1.4.0I 4-4-0 I 7-0-0 7-11.8 8-5-8 1-4-0 4-4-0 2-8-0 0-11-8 0-6-0 3x6= Scale=1:21.4 2x4 I 45 6 1 I 2x4 I' 5.00;12 3 • 13 A> .05 12 i I ( � 2 i a 1 a 411. INV; 8 ,... 3x6 3x4 7 9-4-12 4-4-0 7-11-8 8.2.12 4-12 3-11-4 3-7-8 0-3-4 Plate Offsets(X,Y)-- 12:0-2-15,0-1-8),14:0-3.0,0.2-4] — I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udetl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.39 8-11 >251 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.39 8-11 >254 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:37 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.1 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5.11-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing i be installed during truss erection,in accordance with Stabilizer I Installation guide. I REACTIONS. (lb/size) 7=290/0-5-8 (min.0-1-8),2=418/0-3-8 (min.0-1-8) Max Horz 2=156(LC 12) Max Uplift 7=-187(LC 12),2=-259(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-12=-444/367,12-13=-422/369,3-13=-368/380 BOT CHORD 2-8=-541/411 WEBS 3-8=-470/619 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=5.0psf;h=25ft;B=45ft;L=24th eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interlor(1)1-7-5 to 7-0-0,Exterior(2)7-0-0 to 7-10-0 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7=187,2=259. LOAD CASE(S) Standard t A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. ra• Design valid for use only with MilekS connectors.this design Is based only upon parameters shown.aro,Is for an Individual buldirng component.not a truss system.Before use,the balking designer must verify the applicability of design rxrorneters and properly Incorporate this design Into the overall bulking design. Bracing indicated Is lo prevent buckling of IndNklua truss web and/or chord members only.Additional temporary cru,permment lrcx:Ing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding ttie farlcatkvs.storage,delivery.erection and bracing of Inoses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avaltable from Truss Plate institute,218 N.Lee Street.Stile 312,Alexadda.VA 22314. Tampa-FL 33610 Job !Truss 'Truss Type ' 'Qty Ply 1297810A ;115I Halt Hip Girder 1 1 111189817 I Job Reference(optional) Building Component Supply.Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MrTek Industries,Inc. Mon May 22 14:42:27 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-?kYICOLgtLQ5Wnx9F90As43dOn6_uJBN61?CuszDw3Q -1-4-0 5-0-0 7-11-8 8-5-8 1-4-0 • 5-0-0 l 2-11-8 0 6-0 I Scale=1:19.1 NAILED 4x5= NAILED 3x4= 3 12 4 5 R 5.00 12 Q N 2 i ] {°° 1 _ 13 Speci 1x4 NAILED 2x4 II 6 ,aa 2x4= 4-o ar-12 54-7-0 4 2-11-8 Plate Offsets(X,V)-- (2:0-0-2,Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.05 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.08 7-8 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.26 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:37 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=484/0-5-8 (min.0-1-8),2=493/0-3-8 (min.0-1-8) Max Horz 2=122(LC 8) Max Uplift 6=-268(LC 5),2=-302(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-612/293,3-12=-509/297,4-12.509/297,4-7=-584/334 BOT CHORD 2-8=-298/513 WEBS 4-8=-392/673 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsh h=25ft;B=4517 L=24lt;eave=oft Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6=268,2=302. 6)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)107 lb down and 59 lb up at 5-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-4=-60,4-5=-20,6-9=-20 Concentrated Loads(Ib) Vert:3=-64(F)8=-87(F)12=-76(F)13=-41(F) 1 I 1 V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Designvalid for use only with Milelrb connectors.Ns design Is based only upon I xeameters shown.and Is for an Individual building component.not a truss system.Before use,the building designer must verity the ap plica blity of design pxrranolers and properly Incorporate this design Into the overall b ldkng design. Bracing indicated Is to prevent buckling or individual truss web and/or chord members only. Addlriona temporary and permanent tracing MiTek* is always required tar sk8116y and to prevent collapse with possible personal Injury and properly damage. lot general gukknce regarding the ktxk:atto n.storage-delivery-erection and bracing of trusses and hcrss systems.seeANSI/IPI I Quality Crtterla,DSB-89 and BCS!Building Component , 6904 Parke East Blvd. Safety information available horn Truss Plate Insritute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss irru Type 'Qty !Ply T11189818: 12978T0A T16 Hip Girder 2 1 Job Reference(optional) Building Component Supply.Jacksonville,FI 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries,Inc. Mon May 22 1442:28 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-Tx67PkM IdfYysxW LpsvPPlcgTAZ6dgl W LyldQIzDw3P _1.4-0 3-0-0 6-3-0 9-3-0 1-4-0 f 3-0-0 - I 3-3-0 3-0-0 Scale=1:19.8 NAILED 4x5= NAILED NAILED 4x5= 4 18 5 • 5.00112 H- T I^ ill 5x6! - 6 556 Q 3 7 Ti. 2 0 * r\ N 1 - ] - 4 9 6 2x4 NAILED 2x4 II Special Special 4x10 14x10 II 3-0-06-3-0- 63.0 ____ 9.3 0 -1 3-0-0 3-3-0 3-0-0 Plate Offsets(XX)- 12:0-7-14.0-0-31,17:0-8-2,0.0-71 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) (/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.02 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.04 8-9 >999 180 BCLL 0.0 * Rep Stress Ina NO WB 0.04 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x8 SP No.2 1-6-0,Right 2x8 SP No.2 1-6.0 be installed during truss erection,in accordance with Stabilizer j Installation guide. REACTIONS. (lb/size) 7=377/Mechanical,2=473/0-5-8 (min.0-1-8) Max Horz 2=36(LC 8) Max Uplift 7=-102(LC 8),2=-181(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3.4=-449/138,4-18=-380/136,5-18=-380/136,5-6=-445/136 BOT CHORD 2-9=-96/377,9-19=-92/380,8-19=-92/380,7-8=-96/378 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.Opsf;BCDL=5.Opsf;h=25ft B=45ft;1=24ft;eave=oft Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7=102,2=181. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)23 lb down at 3-0-0,and 23 lb down at 6-2-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,4-5=-60,5-7=-60,10-14=-20 Concentrated Loads(Ib) Vert:4=-2(F)5=-2(F)9=-8(F)8=-8(F)18=-2(F)19=-4(F) 1 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MF7473 rev.10/03/2015 BEFORE USE. mg Design valid for use only with Milele5 conrso:tors.Itis design Is torsed only upon rxx<xnotors shown,and Is loran Individual to/ding component,not a truss system.Belore use,the building designer must verify trio art lkabillty of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent tracing MiTeke B always required lot stability and to prevent collapse with possible personal k'Uy and property damage. For general grl ciunce regarding the kkxk:alloci storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bled. Safety Information avdlable horn Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type ' &Qty 'Ply 1111898191 12978T0A 117 Hip '.1 1 1 Job Reference(optional) Building Component Supply.Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries.Inc. Mon May 22 14:42:29 2017 Page 1 I D:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-x7gVd4Nxoygp144XNaQexV8?waxgMHIgacUJzlzDw30 4.8.4 I. -1.4-0 _ 4-6-12 4j-. 9-3-0 .___: 1.4-0 I 4-6-12 --0-0-1 ___. .4.612 0-0-12 Scale=1:20.7 4x5 H I 4 5.00 I12 17 5x6 16 5 5x6 • 3 2 * 6 10111 I— L e 7 • 2x4 4x10 II 4x10 II 4a4 48-12 44 _ 9-3-0 _ � 4-6-12 112 4412 0-0-12 Plate Offsets(X,Y)-- 12:0-7-14,0-0-31,16:0-8-2,0-0-71 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.01 7-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.02 7-10 >999 180 1 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:44 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 1 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x8 SP No.2 1-6-0,Right 2x8 SP No.2 1-6-0 I be installed during truss erection,in accordance with Stabilizer i Installation guide. REACTIONS. (lb/size) 6=364/Mechanical,2=460/0-5-8 (min.0-1-8) Max Horz 2=47(LC 11) Max Uplift 6=-93(LC 12),2=-173(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-16=-402/221,4-16=-356/235,4-17=-355/249,5-17=-400/241 BOT CHORD 2-7=-149/329,6-7=-149/329 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=45it L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 4-7-8,Exterior(2)4.7-8 to 8-9-2 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) 2=173. LOAD CASE(S) Standard MIMI ©WARNING-Verity dealgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10/03/2015 BEFORE USE. Nut Design valid for use only with Mllek0 corulectors.this design Is based only upon parameters shown.and Is for an Individual Ixilding component,not a truss system.Before use,ttx;[wilding designer must verify the applicability of.fesign pxxaneters and property Incorporate this design Into the overall biding design. (tracing Indicated Is to prevent buckling of Irtdtvklual truss web and/or chord members only. Additional temporary and permanent[racIng MiTek• Is always required for stability and to prevent collapse with pxnslie personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Quality Criteria,DSB-89 and SCSI Building Component ! 6904 Parke East Blvd. Safely Informafon available horn Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job :Truss Truss Type 41:51T-rPly 111189820 12978704 IT18 Common Girder '1 I 1 Job Reference(optional) Building Component Supply,Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries.Inc. Mon May 22 14:42:29 2017 Page 1 I D:Bkpdgaw4zV r2j_Z9cn5x6Uz5 Rx2-x7gVd4 NxOygp144XNaQexV8z2amcM D W gacUJzlzDw30 I-- 3-11-8 7-11-0 3-11-8 3-11-8 4x5 I Scale=1:18.5 3 t 5.00 1 12 r 5x6 i 4 5x6 2 I� At 5 1 ' III -qui - ' I I I I I IA l 156 16 1111 r'; JUS24 JUS24 2x4 II1012.11411 JUS24 4x10 II 4x10 H I 3-11-8 _ 7-11-0 3-11-8 3-11-8 Plate Offsets(X,Y)-- 11:0-2-12,0-0-31,15:0-8-2.0-0-3] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.03 6-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.06 6-13 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.27 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 I Matrix-MP Weight:37 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing • SLIDER Left 2x8 SP No.2 1-6-0,Right 2x8 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=863/0-5-8 (min.0.1-8),5=863/0-5-8 (min.0-1-8) Max Horz 1=-30(LC 6) Max Uplift 1=-159(LC 8),5=-159(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-359/21,2-3=-1068/215,3-4=-1068/215,4-5=-359/21 BOT CHORD 1-15=-149/938,6-15=-149/938,6-16=-149/938,5-16=-149/938 WEBS 3-6=-86/699 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=oft Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 1=159,5=159. 6)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 1.6-12 oc max.starting at 2-4-12 from the left end to 5-6-4 to connect truss(es)116(1 ply 2x4 SP),T17(1 ply 2x4 SP),T16(1 ply 2x4 SP)to back face of bottom chord. 7)Fill all nail holes where hanger is in contact with lumber. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pIf) Vert:1-3=-60,3-5=-60,7-11=-20 Concentrated Loads(Ib) Vert:6=344(B)8=-17 12=-17 15=-357(B)16=-357(B) A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.IG.V3/2015 BEFORE USE me lelit Design valid for use only with MlelcD connectors.this design is based only upon parameters shown.and Is for an in iivkrral bxlldkng component,not a truss system.Before use,the building designer must verify the ap plicabllty of design parameters and properly!mon vAate this design Into the 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 rx ssbie personal Injury and property carnage. for general guidance ance row:ac ing the ktxk.atkln,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSR-89 and SCSI Building Component 6904 Parke East Blvd. Safety lnformallon available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria-VA 22314. Tampa.FL 33610 Job Truss truss Type tQty Ply 111189821 I1 12978T0A 119 Common �I3 1 I Job Reference(optional) Building Component Supply.Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MfTek Industries.Inc. Mon May 22 14:42:30 2017 Page 1 I D:Bkpdgaw4zV r2j_Z9cn5x6Uz5Rx2-PJ DtgQOZ9Gof N Ef kxHxtUj hBM_Gq 5kBpoGDsV BzDw3N -1-4-0_____.__ 3-11-8 7-11-0 9.3.0 F — 1.4.0 3-11-8 3-11-8 1-4-0 Scale=1:19.9 4x5 l i 4 5.00 112 5x6 i 17 18 55x6 3 2 10 • 6 ' i'I 7 0 2x4 I 4x10 11 4x10 II ,, 3-11-8 7.11.0 3-11-8 -- 3-11-8 { Plate Offsets(X,Y)-- 12:0-2-8,0-0-3),[6:0-7-14,0-0-31 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.01 8-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14Vert(TL) -0.01 8-15 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.05 Horz(TL) 0.01 6 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:42 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 I MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x8 SP No.2 1-6-0,Right 2x8 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 2=400/0-5-8 (min.0-1-8),6=400/0-5-8 (min.0-1-8) Max Horz 2=41(LC 11) Max Uplift 2=-155(LC 12),6=-155(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-17=-302/167,4-17=-262/177,4-18=-262/177,5.18=-302/167 NOTES- 1)Unbalanced root 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=451t;L=24ft;eave=4th Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 3-11-8,Exterior(2)3-11-8 to 6-11-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=155,6=155. LOAD CASE(S) Standard 0 WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII.7473 rnrv.10/03/2015 BEFORE USE Nit Design valid for use only with MIlelcS connectors.This design k based only upon txxameters shown,and Is for an Individual balding component.not a truss system.Before use.the baking designer must verify the applicability of design parameters ad property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of hxivldud teas web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with posble personal Injury and property damage. F or general gukknce regarding the fabrication,storage,delivery,erection and tracing of trusses and teas systems,seeANSI/WP11 Quality Criteria,058.89 and SCSI Building Component 6904 Parke East Blvd. Safety Inlormatlon avdlable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss frussType v'Qty Ply T11189822 12978704 T20 Common 3 1 Job Reference(optional) Building Component Supply.Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries.Inc. Mon May 22 14:42:30 2017 Page 1 I D:Bkpd gaw4zV r2j_Z9cn5x6 Uz5 Rx2-PJ DtgQOZ9Gof N EikxHxt Uj h BH Gn5kApoG DsV BzDw3 N -1-4-0 3.11.81 7-11-0 -- - - 140 I 3-11-8 3-11-8 4x5 I Scale=1:19.1 4 5.00 FIT17 11111 5x6 i 16 55x6 3 • 2 00,„„0 b 1' „100” ■ :1-, I 7 2x4 II 4x10 II 4x10 3.11.8 -_ I 7-11-0 3-11-8 3-11-8 Plate Offsets(X,Y)-- f2:0-7-14,0.0-3),[6:0-2-12,0-1-71 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 0.16 Vert(LL) -0.01 7-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.01 7-10 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.05 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 j Code FBC2014/TPI2007 Matrix-MP Weight:39 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 ! MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x8 SP No.2 1-6-0,Right 2x8 SP No.2 1-6-0 I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=309/Mechanical,2=407/0-5-8 (min.0-1-8) Max Horz 2=42(LC 11) Max Uplift 6=-79(LC 12),2=-159(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-16=-319/192,4-16=-277/202,4-17=-270/210,5-17=-277/206 BOT CHORD 2-7=-115/256,6-7.115/256 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;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 3.11-8,Exterior(2)3-11-8 to 6-11-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) 2=159. LOAD CASE(S) Standard ith. WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MiTEK REFERANCE PAGE Mq-7479 rev.1603/2015 BEFORE USE Design valid for use only with MI1ely connectors.Ills design is based oily upon parameters shown.and Is for an individual bonding component.not o truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall buldng design. Bracing indicated Is to prevent buckling of individual thus web and/or chord members only. Addibnal temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal[Flury and property y damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdlabie from truss Plate hsttute,218 N.Lee Sheet,Site 312,Alexandria.VA 22314. Tampa.FL 33610 IJob Truss Truss Type Qty Ply 711189823: 12978T0A 721 I Jack-Closed Girder j 1 1 Job Reference(optional) • Building Component Supply,Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTak Industries,Inc Mon May 22 14.42:31 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-tW nF1 mOBwawW?OEwU_T61 wED8OSSg5Ny1 wzO1 dzDw3M 3-8-2 7-0-0 3-8-2 3-3-14 Scale=1:19.5 3x4 2 3 5.00121 ! 1 ! 1 /4 NAILED NAILED 2x4 -' NAILED 5 4 3x5= 2x4 II Plate Offsets(X,Y)-- 11:0-1-10,Edge),12:0-1-12.0-1.81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.05 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.10 6-9 >780 180 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(TL) 0.01 5 Na Na BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MP • Weight:31 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc purlins, except BOT CHORD 2x4 SP No.1 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=742/0-5-8 (min.0-1-8),5=675/Mechanical Max Horz 1=119(LC 8) Max Uplift 1=-114(LC 8),5=-158(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-986/111,2-5=-596/179 BOT CHORD 1-10=-143/839,10-11=-143/839,6-11=-143/839 WEBS 2.6=-195/1142 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45lt;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 capable of withstanding 100 lb uplift at joint(s)except(t=lb) 1=114,5=158. 6)"NAILED'indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-20,4-7=-20 Concentrated Loads(lb) Vert:10=-289(F)11=-289(F)12=-289(F) 1 I 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED NITER REFERANCE PAGE MI1.7473 rev.10/03/2016 BEFORE USE. 1111.Design valid for use only with MIleka connectors.this design Is based only upon parameters shown,and is for andi invidual building cornprent not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall briding design. Bracing indicated B to prevent buckling of IndNidual truss web and/or chord members only. Ad riltonal krmprrdry and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. Tor general gukkrice regarding g the fdi picador.storage.delivery.erection and Lracng of trusses and truss systems.see.ANSI/TP11 Quality Criteria.DSB-89 and SCSI Binding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Insritute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 ;Job Truss Truss Type - 1Qty Ply 1 112978/0A 1722 Hip Girder 1 1 711189824 Job Reference(optional) Building Component Supply,Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print 8.110 s May 6 2017 MiTek Industries.Inc. Mon May 22 14:42:32 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-Li LeF6Ppht3NdYp62i_LZ8mK5olGZQ16GaizZ3zDw3L -1-4-0 7-0-0 11-3-12 15-7-8 19-11-4 22.7.11 25-1-10 27-11-029-3.0 1 0' 7-0-0 1 4-3-12 I 4-3-12 4 3.12 2-8-7 l 2-5-14 } 2-9-6- 1-4-0 i Scale=1:49.8 NAILED NAILED NAILED NAILED 7x10= NAILED 4x5_— NAILED 2x4 I NAILED 4x5= 7x10= 5.00 12 3 25 4 26 27 5 28 29 6 7 is nn nn nip nn nn 8 an >0 4x5 Q ow a 5x12 s a / , � 10 d. 2 � 11 :ill 1 'e `I [Q o 7 17 30 16 31 32 15 33 34 14 13 12 4x10= 254 11 NAILED 4x5= NAILED 7x14 MT2OHS= NAILED 5x6= 4x5= 2x4 II 5x12 I I Special NAILED NAILED NAILED JUS24 7-0-0 11-3.12 15-7-8 19-11-4 22.7.11 25-1-10 27-11-0 7-0-0 I 4-3-12 I 4-3-12 4-3-12 I 2-8-7 i 2-5-14 2-9-6 I Plate Offsets(X,Y)-- 12:0.0.0,0.0-41,13:0-4-4,0-2-41,17:0-4-4,0-2-4),(10:0-8-14,Edgel,(14:0-3-0,0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) Weft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 i TC 0.97 Vert(LL) -0.30 15-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 ! BC 0.98 Vert(TL) -0.76 15-16 >438 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO i WB 0.90 Horz(TL) 0.16 10 n/a n/a BCDL 10.0 Code FBC2014TTP12007 Matrix-MS Weight:150 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS'Except' TOP CHORD Structural wood sheathing directly applied. 3-7:2x4 SP No.1,7-11:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-13 oc bracing. BOT CHORD 2x4 SP SS'Except' MiTek recommends that Stabilizers and required cross bracing 10-15:2x4 SP No.1 be installed during truss erection,in accordance with Stabilizer WEBS 2x4 SP No.3 Installation guide. SLIDER Right 2x8 SP No.2 2-6-0 REACTIONS. (lb/size) 2=2309/0-5-8 (min.0-2-12),10=2341/0-5-8 (min.0-2-12) Max Horz 2=61(LC 7) Max Uplift 2=-417(LC 8),10=-486(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4888/669,3-25=-5851/941,4-25=-5851/941,4-26=-6115/1038,26-27=-6115/1038, 5-27=-6115/1038,5-28=-6115/1038,28-29=-6115/1038,6-29=-6115/1038,6-7=-5235/941, 7-8=-3974/728,8-9=-3399/620 BOT CHORD 2-17=-528/4427,17-30=-520/4449,16-30=-520/4449,16-31=-815/5851,31-32=-815/5851, 15-32=-815/5851,15-33=-814/5235,33-34=-814/5235,14-34=-814/5235,13-14=-563/3656, 12-13=-460/2886,10-12=-460/2886 WEBS 3-17=0/571,3-16=-357/1775,4-16=-755/295,4-15=-158/354,5-15=-542/235, 6-15=-118/1100,6-14=-969/234,7-14=-376/2374,7-13=-471/91,8-13=-161/1019 NOTES- 1)Unbalanced root 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=45ff;L=24ft eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=417,10=486. 8)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 19-11-4 from the left end to connect truss(es)T21 (1 ply 2x4 SP)to front face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 10)"NAILED"indicates 3.10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)339 lb down at 7-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard Wl III)IVGV VII tJQyCC r•r• 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 8111-7473 rev-10103/2015 BEFORE USE mit Design valid tax use only with MI/eke connectors.This design Is based only upon parameters shown.and Is for an individual building component,now a truss system.Before use,the building designer must verify the oprAcublllty of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated 1510 prevent buckling of Individual Huss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always requked for stablltly and to prevent collapse with r)ossIvie personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/W141 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from truss Plate Institute,218 N.Lee Street,Suite 312,Alexarsdria.VA 22314. Tampa.FL 33610 IJob Truss Truss Type • Qty Ply T11189824 12978TOA T22 Hip Girder 1 1 Job Reference(optional) Building Component Supply.Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries.Inc. Mon May 22 14:42:32 2017 Page 2 I D:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-Li LeF6Ppht3NdYp62i_LZ8mK5olGZQ16GaizZ3zDw3L LOAD CASE(S) Standard 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-7=-60,7-11=-60,18-21=-20 Concentrated Loads(Ib) Vert:3=-121(F)17=-339(F)16=-69(F)4=-121(F)14=-655(F)25=-121(F)26=-121(F)27=-121(F)28=-121(F)29=-121(F)30=-69(F)31=-69(F)32=-69(F)33=-69(F) 34=-69(F) • � 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE -' Design valid la use only with Mitokei connectors.This design is based only upon parameters shown.aid Is for an Individual building component,not a truss system.Bolero use,the bullring designer rnusl verily the ap p icabllty of design parameters and properly Incorporate this design Into the overall bilking design. tracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required tot stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/1PI l Quality Crtteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdla la horn Truss Plate Institute,218 N.Lee Street.Suite 312,Nexandda,VA 22314. Tampa.FL 33610 Job TrussTruss Type %Qty Ply 711189825 12978T0A ,123 Hip 1 1 Job Reference(optional) Building Component Supply.Jacksonville.FI 32256 Run:8.110 s Mar 31 2017 Print.8.110 s May 6 2017 Mitek Industries.Inc. Mon May 22 14:42:33 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-quvOSSORSBBEEiOJcPVa6LJa1 B5b1I VFVESW6WzDw3K I--1.4.0 7-0.0 I_9-0.0 I 14-9-14 20-7-11 27-11-0 29-3-0 1-4-0 7-0-0 2-0-0 5-9-14 5-9-14 7-3.5 f 1.4.0 Scale=1:49.8 7x10 2x4 II 7x10 4 22 23 5 2425 6 5.00 I12 2x4 \\ 3 4 21 \Ilhi 265x6 7 v 20 aNer 8 2 9 o 12 11 10 3x6— 4x5= 7x10= 2x4 II 4x12 II 9-0-0 14.9.14I 20.7-11 I 27-11-0 I 9-0-0 5-9-14 5-9-14 7-3-5 Plate Offsets(X,Y)-- (2:0.0-10,Edge),[4:0-4-4,0-2-41,16:0-4-4,0-2-41,(8:0-8-14,Edge1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.16 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.41 10-11 >824 180 BCLL 0.0 " Rep Stress Incr YES WB 0.27 Horz(TL) 0.16 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:136 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-3-12 oc purlins. 6-9:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer SLIDER Right 2x8 SP No.2 2-0-0 ; Installation guide. i REACTIONS, (lb/size) 2=1214/0-5-8 (min.0-1-8),8=1186/0-5-8 (min.0-1-8) Max Horz 2=76(LC 11) Max Uplift 2=-368(LC 12),8=-362(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-20=-2127/771,20-21=-2050/782,3-21=-2032/792,3-4=-1915/741,4-22=-2051/809, 22-23=-2051/809,5-23=-2051/809,5-24=-2051/809,24-25=-2051/809,6-25=-2051/809, 6-26=-1726/646,7-26=-1761/624,7-8=-258/230 BOT CHORD 2-12=-646/1892,11-12.509/1744,10-11=-472/1540,8-10=-475/1538 WEBS 3-12=-268/232,4.12=-109/370,4-11=-169/459,5-11=-424/250,6-11=-244/703 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.Opsh BCDL=5.Opsi h=25ft B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,interior(1)1-7-5 to 9-0-0,Exterior(2)9-0-0 to 24-10-10,Interior(1)24-10-10 to 29-3-11 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.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) 2=368,8=362. LOAD CASE(S) Standard 0 WARNING-Verity design pa:sine rs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10/03.201S BEFORE USE Design valid for use only with MITeklo connectors.TNs design is based only upon parameters shown,and Is for an individual txulding component,ent,not • a Inas system.Before use,the building designer must verify the applicabllN of design parameters and properly Incorporate this design Into the overall Ing design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent tracing M I l;� e k' Is always required Mr stability and to prevent colky.se with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection end bracing of trusses and truss systems.SeeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bled. Safety Information available from Truss Plate trlsttute.218 N.Lee Street.Suite 312.Aloxandrta,VA 22314. Tampa.FL 33610 Job Truss (Truss Type ' "Qty Ply 711189826 12978T0A T24 Hp 1 1 Job Reference(optional) Building Component Supply,Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries.Inc. Mon May 22 14:42:34 2017 Page 1 ID:Bkpdgaw4zVr2j_.Z9cn5x6Uz5Rx2-15TOgoR3DVJ5sszVA70peZsj3bTJlSvPjuB4eyzDw3J I-1-4-0 _ 6.9.14 11.0.014-9.14 18-7-11 _ 23-1-10 _____ 27-11-0 29.3.0 1-4-0 5-9-14 5-2-2 3-9-14 3-9-14 4-5-14 4-9-6 111 -4-0 Scale=1:49.8 6x6 Il 4x5= 6x6 ,l 4 23 5 24 25 6 5.00 12 = a 2x4 G 4x5%22 267 3 5x6 8 e -1111111111111111111111111111 1 i 9 2 ,7. :' — 10 i' o _ L .., 16 ill 7:1 _ -14 13 12 11 3x4= 2x4 II 7x10= 7x10= 4x12 i I 5-9-14I 11-0-0 18-7-11 27-11-0 I 5-9-14 5-2-2 7-7-11 9-3-5 Plate Offsets(X,Y)-- [2:0-1-10,0-0-0),[9:0-8-14,Edge),[11:0.4-8,Edge),112:0-4-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.14 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.37 11-12 >904 180 BCLL0.0 ' I Rep Stress Incr YES WB 0.32 Horz(TL) 0.13 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:145 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except' TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins. 6-10:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-3-1 oc bracing. BOT CHORD 2x4 SP No.2 j MiTek recommends that Stabilizers and required cross bracing I WEBS 2x4 SP No.3 i be installed during truss erection,in accordance with Stabilizer SLIDER Right 2x8 SP No.2 2-0-0 1 Installation guide. REACTIONS. (lb/size) 2=1210/0-5-8 (min.0-1-8),9=1190/0.5-8 (min.0-1-8) Max Horz 2=91(LC 11) Max Uplift 2=-368(LC 12),9=-363(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-21=-2254/769,3-21.2192/787,3-22=-1786/655,4-22=-17221673,4-23=-15941670, 5-23=-1594/670,5-24=-1498/623,24-25=-1498/623,6-25=-1498/623,6-26=-1645/617, 7-26=-1646/601,7-8=-1747/674,8-9=-338/305 BOT CHORD 2-13=-660/2023,12-13=-660/2023,11-12=-481/1635,9-11=-521/1518 WEBS 3-12=-490/235,4-12=-92/412,5-11=-307/155,6-11=-59/367 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.Opsh h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 11-0-0,Exterior(2)11-0-0 to 22-10-10,Interior(1)22-10.10 to 29-3-11 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=368,9=363. LOAD CASE(S) Standard A WARNWG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MN-7473 rev.10/032015 BEFORE USE. mil• Design vdld for use only with Mitek®connectors.Isis design k based only urx,n parameters shown,and Is for an individual txilaiing component,not a truss system.Before use.the building designer must verity the ap pricobitity of design parameters and properly Incorporate this design Into the overall bolding design. Bracing IncRcated Is to prevent buckling of Individual truss web and/or chord members only.Ad NlIonal temporary and permanent bracing MiTek Is(Sways required kr stability and to prevent cdkpse with possible personal Irittry and property damage. For general gtidcnce regarding the fatxk:alion,storage,delivery,erection and bracing of trusses and truss systems.seeANSt/1P11 Quality Criteria,DS9489 and SCSI Bulking Component 6904 Parke East Blvd. Safety Information available horn truss Plato Institute,218 N.Lee Street.Suite 312.Alexa dirks VA 22314. Tampa,FL 33610 Job .Truss I russ Type 'Qty Ply 711189827 12978T0A 725 Roof Special 1 1 Job Reference(optional) Building Component Supply,Jacksonville.FI 32256 Run:8.110 s Mar 31 2017 Print 8.110 s May 6 2017 MiTek Industries.Inc. Mon May 22 14:42:34 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-15TOgoR3DVJ5sszVA70peZso5bW 11 NVPjuB4eyzDw3J 1-4.0 6-9-14 13-0-0 16-7-11 22-9-13 28-2-11 29-9-8 1-4-0 I 6-9-14 I 6-2-2 3-7-11 I 6-2-2 5 4-14 1-6-13 Scale=1:53.0 7x10 6x6 ff 4 19 20 5 5.0012 18 21 4x5% 4x5 3 6 2x4 I N 6x8= 17 7 8 . ;A7 i 1 r J El , - 1 --- —14 ---"' 13 12 11 10 9 3x5= 2x4 II 6x6= 7x10= 4x5= 4x5= I _ 6-9-14 I 13-0-0 16-7-11 22-9-13 29-9-8 I 6-9-14 6-2-2 3-7-11 6-2-2 6-11-11 Plate Offsets(X,Y)-- (4:0-4-4,0-2-41,(7:0-4-8,0.3-01 111:0-4-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.13 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Ver1(TL) -0.36 12-13 >991 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.67 Horz(TL) 0.13 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS i Weight:156 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-6 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-7-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=1173/Mechanical,2=1282/0-5-8 (min.0.1.8) Max Horz 2=109(LC 11) Max Uplift 9=-307(LC 12),2=-387(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-17=-2392/731,3-17=-2321/753,3-18=-1780/623,4-18=-1701/635,4-19=-1576/639, 19-20=-1576/639,5-20=-1576/639,5-21=-1705/636,6.21=-1785/625,6-7=-2450/773 BOT CHORD 2.13=-668/2143,12-13=-668/2143,11-12=-441/1569,10.11=-669/2233,9-10=-790/2391 WEBS 3-12=-641/251,4-12=-61/393,5-11=-85/404,6-11=-728/274,6-10=0/292,7-9=-2514/889 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=45It;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7.5 to 13-0-0,Exterior(2)13-0-0 to 19-7-11,Interior(1)19-7-11 to 28.2.11 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 9=307,2=387. LOAD CASE(S) Standard MIMIA WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. mil Design valid for use only with Mile les connectors.this design is based only upon parameters shown.and is lot an individual building component,not a truss system.Before use,the building designer must verity the ap i$lcablity of design parameters and property Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual taus web and/or chord merntxsrs only.Addltion<i lernfxxay and permanent bracing MiTek' is always required for stability and to prevernl collapse with possible personal Injury and property damage. for general guidance regarding the IatxlcatkxL storage,delivery,erection and bracing of tr sses and truss systems,seeANSI/TPII Quality Cdferfa,DSB-89 and SCSI Building Componant 6904 Parke East Blvd. Safety Informallon available tram truss Folate Institute.218 N.tee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 33610 0. runs runs ype •ty •y 111189828 12978T0A 126 Roof Special 1 1 Job Reference(optional) Building Component Supply,Jacksonville.Ft 32256 Run:8.110 s Mar 31 2017 Pring:8.110 s May 6 2017 MiTek Industries,Inc Mon Ma 22 14:42:35 2017 Page 1 ID:Bkpdgaw4zVr2j_.Z9cn5x6Uz5Rx2-mH1 mt7Rh_oRyU?YhjgX2BmOww.q?mmUYyYxdA0zDw31 0 i 7-8-13 I 14-9-14 I 21-10-15 i 26-2-11 ___t 29-9-8 1.4.0 7-8-13 7-1-1 7-1-1 4-3-13 3-6-13 ' Scale=1:53.0 5x6= 5.001. 4 r 16 17 6x8 4x5 3 5 i �d 6x8= 2x4 I I 6 7 15 �'1 .: IT TV 2 rn 11 10 9 8 3x5 2x4 11 7x10= 4x5= 4x5= I 7.8.13 --i- 14.9.14 I ___ _ _ 21.10.15 I 29-9-8 7-8-13 7-1-1 7-1-1 7-10-9 Plate Offsets(X,Y)-- 12:0-1-2,0.0-01,14:0-3-0,0-2-41 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.14 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(LL) -0.37 10-11 >950 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(TL) 0.13 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:148 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-8.15 oc bracing. MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer i Installation guide. REACTIONS. (lb/size) 8=1171/Mechanical,2=1284/0-5-8 (min.0-1-8) Max Horz 2=118(LC 11) Max Uplift 8=-307(LC 12),2=-387(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-15=-2326/651,3-15=-2245/676,3-16=-1622/542,4-16=-1530/555,4-17=-1527/557, 5-17=-1621/544,5.6=-2334/703 BOT CHORD 2-11=-621/2072,10-11=-623/2068,9-10=-617/2139,8-9=-755/2341 WEBS 3-11=0/281,3-10=-746/284,4-10=-171/786,5-10=-812/294,5-9=0/338,6-8=-2468/818 NOTES- 1)Unbalanced root 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=25fh B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 14-9-14,Exterior(2)14-9-14 to 17-9-14,Interior(1)26-2-11 to 29-7-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=307,2=387. LOAD CASE(S) Standard A WARNING.Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2016 BEFORE USE. Design valid for use only with Mileki3S connectors.INs design is based only upon parameters shown,and is for cal kxtivkl al bol ding cornlx>nen1.not ' a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incogxaale this design Into the overall bulcIng design. pacing Indicated Is to prevent buckling of IndNklud truss web and/or chord members only.Additional temporary arid permanent bracing MiTek' Is always required for stately and to prevent collapse with possible personal niury and properly damage. For general guidance regarding the fatrkatkxl,storage,delivery,erection and tracing of trusses and tam systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety InformatIon makable from Truss Plate Institute.218 N.Lee Street.Suite 312.Aloxandrkt VA 77314. Tempa.FL 33810 Job Truss Truss Type "Qty Ply 111189829 1297810A T27 I Roof Special 1 1 I I Job Reference(optional) Building Component Supply.Jacksonville,Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 Mirek Industries.Inc. Mon May 22 14:42:36 2017 Page 1 ID:Bkpdgaw4zVr2j.-Z9cn5x6Uz5Rx2-ETb85TSKI6Zp597uHY2Hk.x6?P7IVDzhBCgBjrzDw3H 1-4-0 7-8-1314-9.14 19-8-0 24-6-3 29.9.8 I 1-4-0 j 7-8-13 7-1-1 4-10-3 4-10-3 5.3.5 Scale=1:52.8 5x6= 5.00 I12 4 1 16 17 4x5 6x8% 3 �' 011•240 = 4x6= i - f N66x6 7. 15 2 --_ N 1 d[1 r __ 43/ k o 11 10 9 8 3x6 = 2x4 I 7x10= 4x10= 2x4 II I 7-8-13 l 14-9-14 f 24-6-3 - - { 29-9-8 7-8-13 7-1-1 9-8-6 5-3-5 Plate Offsets(X,Y)-- [4:0-3-0,0-2-41,[7:0-2-0,0-2-01,[9:0-2-8,0-2-01,110:0.4-4,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.26 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.76 9-10 >470 180 BCLL 0.0 ' Rep Stress Inc/ YES WB 0.92 Horz(TL) 0.10 8 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:150 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-11 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing ; be installed during truss erection,in accordance with Stabilizer Installation guide. 1 REACTIONS. (lb/size) 8=1171/Mechanical,2=1284/0-5-8 (min.0-1-8) Max Horz 2=124(LC 12) Max Uplift 8=-309(LC 12),2=-385(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-15=-2321/655,3-15=-2241/680,3-16=-1634/534,4-16=-1541/546,4-17=-1534/559, 5-17=-1592/542,5-6=-2599/794,6.18=-2272/656,7-18=-2272/656,7-8.1134/384 BOT CHORD 2-11=-654/2068,10-11=-656/2065,9.10=-574/1839 WEBS 3-10=-725/298,4-10=-208/857,5-10=-574/272,5-9=-148/680,6-9=-1254/466, 7-9=-685/2427 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)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 14-9-14,Exterior(2)14-9-14 to 17-9-14,Interior(1)24-6-3 to 29-7-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=309,2=385. LOAD CASE(S) Standard A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.1003/2015 BEFORE USE. mil• Design valid for use only with Mi[eke connectors.this design k based only upon parameters shown,and is for an indivkexl building component,not a Iruss system/.Before use.tho building designer must verily the 01 li lAlity of design parameters and properly Incorporate the design Into the overall building design. Ifrackng indicated Is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek" Is always required for stability and to prevent collapse with px>sstAe personal injury a d properly damage. For general guidance regar Ing the fabrication.storage,delivery,erection and bracing of trusses ond Iruss systems.SeeANSr/1P11 Qualify Criteria,DSB-89 and BCSI Bulking Component 6904 Parke East Blvd. Safely Information avalkbAe from truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss TrussType 'Qty Ply 711189830 12978TOA T28 Root Special 1 1 Job Reference(optional) Building Component Supply.Jacksonville.Fl 32256 Run:8.110 5 Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries.Inc. Mon May 22 14:42:37 2017 Page 1 I D:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-ig8XIpTyW QhgjJi4rFZW GBTE kpW aEhDrPsQkFHzDw3G 1-4-0, 7-9-13 14-9-14 22-6-3 29-9-8 - — 1.4.0 7-8-13 I 7-1-1 } — I 7 8 6 7 3 5 Scale=1:52.8 7x10= 5.00 iii - 4 %4111410 15 N16 ilib 6x8 6x6= 4x6= I EA 3 5 6 1 ieltilli reel .,- 1 he 17 o cld 14 0.00/101111.1.1.1.11.11.1.1.111.1111 C6 e?1 2 i- Lit o-7 iiiiii0 i A 18 10 9 8 7 3x5— 2x4 1 6x6= 4x10= 2x4 I I 1 7-9-13 _ I - 14.9.14 22-6-3 I 29-9-8 I 7-8.13 7-1-1 7-8-6 7.3.5 Plate Offsets(X,Y)-- [2:0.1-2,0-0-0],[6:0-2-8,0-2-01,(8:0-2-12,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFT. in (lac) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.17 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.46 8-9 >773 180 BCLL 0.0 * Rep Stress lncr YES WB 0.86 Horz(TL) 0.09 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:151 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-5:2x4 SP SS,5-6:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-1-11 oc bracing. BOT CHORD 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 i be installed during truss erection,in accordance with Stabilizer i Installation guide. i REACTIONS. (lb/size) 7=1171/Mechanical,2=1284/0-5-8 (min.0-1-8) Max Horz 2=158(LC 12) Max Uplift 7=-312(LC 12),2=-382(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-14=-2321/646,3-14=-2239/671,3-15=-1638/539,4-15=-1546/552,4-16=-2362/826, 5-16=-2470/811,5-17=-2133/657,6-17.2133/657,6-7=-1103/412 BOT CHORD 2-10=-679/2067,9-10=-681/2064,9-18=-427/1422,8-18=-427/1422 WEBS 3-10=0/268,3-9=-729/281,4-9=-52/528,4-8=-342/1012,5-8=-1366/570,6-8=-689/2259 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.Opsh BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(])1-7.5 to 14-9-14,Exterior(2)14-9-14 to 17-9-14,Interior(1)22-6-3 to 29-7-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)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=312,2=382. LOAD CASE(S) Standard mit A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 101-7473 rev.10/032015 BEFORE USE. Design valid for use only with MItek®connectors.this design Is based only upon prxamotors shown-and is for an indMctual building component,not a truss system.Before use,the building designer must verity tire opiricatilty of design parameters and properly incorporate this design Into the overall biding design. Bracing indicated Is to prevent buckling of lndivkival truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for staf ilty and to prevent cdlapse with possible persxndi injury and property damage. For general guidance regarding the kriricatio n.storage,delivery,erection and bra d ng of trusses and truss systems.seeANSI/IPt l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job i Truss Truss Type r ►Qty Ply T11189831 12978TOA T29 Roof Special 11 1 1 i Job Reference(optional) 1 Building Component Supply,Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 Milek Industries,Inc. Mon May 22 14:42:37 2017 Page 1 I D:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-ig8XIpTyW QhgjJi4rFZW GBTI2pVFEh3rPsOkFHzD1v3G 1.4.0 7-8-13 14-9-14 20-6-3 26-0-0 29-9.8 1I I i { 1-4-0 — 7-8-13 — 7-1-1 — 5-8-6 5 5 13 — ---- 3-9-8 Scale=1:53.0 5x6= 5.00 12 4 r 16 17 6x8 6x6— 2x4 !I 5 4x8= 7 ,. N 8 $ a a 1011.7 � 15 1 0�1 2 � 1� Li 11 10 9 8 3x5 2x4 II 7x10= 4x5= 4x5= 7-8-13I 14-9-14 ( _ 20-6-3 29-9-8 I ' 7-8-13 7-1-1 5-8-6 9-3-5 Plate Offsets(X,Y)-- [4:0-3-0,0-2-4),[10:0-4-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.21 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.56 8-9 >639 180 BCLL 0.0 " Rep Stress Incr YES WB 0.87 Horz(TL) 0.10 8 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:155 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-11-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer i Installation guide. i REACTIONS. (lb/size) 8.1171/Mechanical,2=1284/0-5-8 (min.0-1-8) Max Horz 2=192(LC 12) Max Uplift 8=-326(LC 9),2=-378(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-15=-2333/642,3-15=-2253/667,3-16=-1619/534,4-16=-1527/546,4-17=-1524/552, 5.17=-1586/541,5-6.-1940/608 BOT CHORD 2-11=-710/2079,10-11=-712/2075,9-10=-618/1960,8-9=-356/978 WEBS 3-11=0/293,3-10=-753/284,4-10=-179/804,5-10=-681/215,5-9=-531/271, 6-9=-314/1186,6-8=-1392/525 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=5.0psh BCDL=5.Opsf;h=2511;8=45ft;L=24ft;eave=4ih Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4.11 to 1-7-5,Interior(1)1-7-5 to 14-9-14,Exterior(2)14-9-14 to 17-9-14,Interior(1)20-6.3 to 29-7-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=326,2.378. LOAD CASE(S) Standard I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.1003/2015 BEFORE USE. Design valid for use only with Mtekve connectors.INs design is trued only upon parameters shown,and Is for an Individual building component,not . a truss system.Before use,the bulking designer must verify the applicability of elesign parameters and properly incorporate This design Into the overall bulling design. Bracing Indicated Is to prevent buckling of indIvk ucil truss web and/or chord members only. Additional temporary and permanent tracingk" Is always required for stability and to prevent collapse with px)ssble personal Wry and properly damage. For general guidance rcgardlrrg the a" fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI l QuaMy Criteria,DS8.89 and SCSI Bulding Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss JTruss Type Qty Ply , 1111898321 12978T0A 130 :Root Special 1 1 1 Job Reference(optional) Building Component Supply,Jacksonville,Ft 32256 Run:8.110 s Mar 31 2017 Print 8.110 S May 6 2017 MiTek Industries,Inc. Mon May 22 14:42:38 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-AsivV9UaHjpXLTGGPz5lpPOScCszz8e_eW 9HnjzDw3F -1-4-0 __ 7-8-13 14-9-14 I 18-6-3-___ 23-5-14 -_I 28-5-8 ,29-9-81 1-4-0 7-8-13 7-1-1 3-8-6 4-11-10 4-11-10 '1-4-0 Scale=1:54.0 5x6 5.007F 4 18 • 6x6= 2x4 'I 7x6 17 5 6 2x4 II 6x8� �� 8 19 PI 3 4 4 1 2 :ii 1 6 r L 1`• LI 0 12 11 10 9 3x5= 2x4 II 7x10 4x10= 4x5= 7-8-13 14-9-14I 23-5.14 j 29-9-8 I 7-8-13 7-1-1 8-8-0 6-3-10 Plate Offsets(X,Y)-- 12:0-0.10,Edgel,14:0-3-0,0-2-41,111:0-4-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) f/defl Lid I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.15 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.43 10-11 >824 180 BCLL 0.0 * Rep Stress Incr YES WB 0.85 Horz(TL) 0.10 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:165 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-10-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1284/0-5-8 (min.0-1-8),9=1171/Mechanical Max Horz 2=206(LC 12) Max Uplift 2=-376(LC 12),9=-331(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-16=-2330/656,3-16=-2249/681,3-17=-1629/535,4-17=-1537/547,4-18=-1484/564, 5-18=-1560/553,5-6=-1272/446,6-19=-1272/446,7-19=-1272/446 BOT CHORD 2-12=-728/2076,11-12=-730/2073,10-11=-592/1717,9-10=-109/290 WEBS 3-12=0/265,3-11=-734/295,4-11=-220/859,5-11.510/233,5-10=-612/245, 6.10=-344/251,7-10=-423/1349,7.9=-1145/444 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=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1.4-11 to 1-7-5,Interior(1)1-7-5 to 14-9-14,Exterior(2)14-9-14 to 17-9-14,Interior(1)18.6.3 to 28-5-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=376,9=331. LOAD CASE(S) Standard N 0 WARNING-Verity dWgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111-7473 rev.1IW3/2OIS BEFORE USE. mill. Design valid for use only with MITekIS connectors.this design Is based only upon Parameters shown.and Is for an Individual balding component-not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of indMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property ckrnage. for general guidance rogaeing the fabrication.storage,delivery,erection and bracing of trusses and truss systems.secANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Leo Street.Stile 312.Alexanditcs.VA 22314. Tampa,FL 33610 Job Truss Truss Type IOty Ply i 111189833 ,1297810A T31 Root Special 11 1 I Job Reference(optional) Budding Component Supply.Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Pent:8.110 s May 6 2017 MiTek Industries.Inc Mon May 22 14:42:39 2017 Page 1 I D:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-e2GHj VVC21 xOydrSygc_LcZetcDVia78tAvrJAzDw3E -1-4.07-8-13 14-9-14 16-6-3 21-5-14 26-5-8 29-9-8 1-4-0 7-8-13 7-1-1 1-8-6 I 4-11-10 4-11-10 1 3-4-0 Scale=1:64.0 5x6= 5.00 FIT 4 56x6= 2x4 H 6x8 6x8 17 —.ill: 8 $/*00.44,4004424.1x419 II 3/ - • ---:-- 00:4410014441441144.11014#0000000.0.04 4 16 1 41 1 7 2 12 11 10 20 21 9 3x5= 2x4 I 7x10- 4x10= 4x5= 7-8-13 14-9-14 21-5-14 _ 29-9-8 _--I 7-8-13 7-1-1 6-8-0 8-3-10 Plate Offsets(X,Y)-- (4:0.3.0,0-2-4) LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP ' TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.13 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.36 9-10 >977 180 BOLL 0.0 ' Rep Stress Ina YES WB 0.90 Horz(TL) 0.09 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 i Matrix-MS Weight:170 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-10 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-10-7 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer i Installation guide. REACTIONS. (lb/size) 2=1284/0-5-8 (min.0-1-8),9=1172/Mechanical Max Horz 2=206(LC 12) Max Uplift 2=-376(LC 12),9=-318(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-16=-2335/676,3-16=-2255/701,3-17=-1620/555,4-17=-1527/566,4-5=-1517/598, 5-18=-1298/512,6-18=-1298/512,6-19=-1298/512,7-19=-1298/512 BOT CHORD 2-12=-733/2081,11-12=-735/2077,10-11=-530/1542,10-20=-226/596,20-21=-226/596, 9-21=-226/596 WEBS 3-12=0/287,3-11=-745/287,4-11=-252/874,5-11=-493/215,5.10=-365/142, 6-10=-346/251,7-10=-312/1048,7-9=-1157/455 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;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 14-9-14,Exterior(2)14-9-14 to 29-7-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) 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) 2=376,9=31 8. LOAD CASE(S) Standard I 0 WARN*VG•Volt),design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1411-7473 rev.1003/2015 BEFORE USE. mg Deslgt valid for use only with MIIekl connectors.This design Is based only upon parameters shown.and is for an kxitvkiu l holding component.not a truss system.Before use.the bulking designer must verily lire applicability of design parameters and properly Incorporate this design Into the overall building design. Racing Indicated Is to prevent buckling of individual miss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stablllty and to prevent collapse with possi',le personal hf try and properly damage. For general gildartco rocianfing the fabrication,storage,delivery,erection and bracing of misses and tnrss systems,seeANSI/1911 Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety InformaSan available from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job 'Truss 'Truss Type I oty Ply 1297870A ,1132 H4 t 7 771189834 Job Reference(optional) Building Component Supply.Jacksonville,Fl 32256 Run:8.110 s Mar 31 2017 Print:8 110 s May 6 2017 MiTek Industries,Inc. Mon May 22 14:42:40 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-6EgfwrVgpL3FanQfWN7Duq5i40a?R5vH6geosczDw3D {-1-4-0{ 7-0-14 -- I 13.6.0 18-0-0 26-1-0 29-9-8 1-4-0 7-0-14 6-5-2 { 4-6-0 I 8-1-0 { 3-8-8 Scale=1:52.8 7x10= 5.00 12 2x4 7x10 4 18 5 19 6 20 8 �/ 4x5 6x8. • 7 0111111111111.11111111. 3 •• 4 of .� 17 m 44444004 e 16 2 ur Ili •d .11 Ft 1 12 11 10 21 9 8 3x5= 2x4 6x6- 7x10_ 4x5- 2x4 II 7-0-14I I 13-6-0- 18-0-0 26-1-0 --__-- 29-9-8 7-0-14 6-5-2 4-6-0 I 8-1-0 3-8-8 H Plate Offsets(X,Y)-- 14:0-4-4,0-2-41,16:0-4-4,0-2-41,110:0.4-12,Edge] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.11 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.33 9-10 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.67 Horz(TL) 0.08 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:169 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1282/0.5.8 (min.0-1-8),8=1173/Mechanical Max Horz 2=206(LC 12) Max Uplift 2=-376(LC 12),8=-319(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-16=-2379/754,3-16=-2305/776,3-17=-1732/624,4-17=-1649/641,4-18=-1517/634, 5-18=-1517/634,5-19=-1514/632,6-19=-1514/632,6-20=-720/318,7-20=-794/315, 7-8=-1159/462 BOT CHORD 2-12=-820/2128,11-12=-822/2124,10-11.565/1521,10-21=-244/691,9-21=-244/691 WEBS 3-12=0/264,3-11=-669/285,4-11=-79/409,5-10=-461/300,6-10=-375/1025, 6-9=-652/352,7-9=-374/1060 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=25th B=45th L=24th eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 13-6-0,Exterior(2)13-6-0 to 29-7-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,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) 2=376,8=319. LOAD CASE(S) Standard 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED Mv-ITEK REFERANCE PAGE MN-7473 re101032015 BEFORE USE. Design valid for use only with MilekG connectors.This design Supon based only parcmeters shown,and Is for an individual component,building not I a truss system.Before use,1'x1 biking designer must verily the applicability of design parameters and properly Incorporate this design Into the overall briidng design. Bracing Indicated Is to prevent buckling of Individual taus web and/or chord members only.Additional temporary and permanent bracing Is always required for stability and to prevent collapse with p possible personal injury cnd rxoperly damage. For general guidance regarding the MiTek' a fabrk:atbn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/WP11 Quail,/Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available bond Tris Plate Institute,218 N.Lee Street.Suite 312.Noxandrla,VA 22314. 1 Te a,FL 33610 IJob (russ Truss Type !Qty I P)y T11189835 1 12978TOA T33 Roof Special 11 1 Job Reference(optional) Building Component Supply.Jacksonville.FI 32256 Run:8.110 5 Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries.Inc. Mon May 22 14:42:40 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-6EgfwrVgpL3FanQMWN7Duq5pj0YuR4TH6qeosczDw3D I_1_4-0_.. 7-6-0 I 14-4-4 17-2-9 22-7-12 28-1-0 29-9-8 1-4-0 7.6.0 6-10-4 2-10-4 5-5-4 5-5.4 1-8.8 Scale=1:54.0 5x6= 5.00[Ti 4 6X6= 2x47x6=6 24 II t17 _ -— ----E18 !'Iiai 11 10 9 3x5= 2x4 I i 7x10= 4x10= 4x5= 7-6-0 14-4-4 22-7-12 I 29-9-8 7-6-0 — 6-10-4 — 8-3-8 7-1-12 Plate Offsets(X,Y)-- [4:0-3-0,0-2-4],[11:0-4-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.12 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 ! BC 0.74 Verl(TL) -0.38 10-11 >947 180 BCLL 0.0 * Rep Stress Incr YES WB 0.76 Horz(TL) 0.10 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:165 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-10-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1283/0-5-8 (min.0-1-8),9=1172/Mechanical Max Horz 2=206(LC 12) Max Uplift 2=-376(LC 12),9=-342(LC 9) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-16=-2344/670,3-16=-2266/694,3-17=-1671/551,4-17=-1584/562,4-5=-1591/587, 5-6=-1351/487,6-18=-1351/487,7-18=-1351/487 BOT CHORD 2-12=-740/2092,11-12=-742/2088,10-11=-599/1729,9-10=-137/362 WEBS 3-12=0/257,3-11=-706/284,4-11=-255/920,5-11=-555/254,5-10=-507/204, 6.10=-378/275,7-10=-417/1325,7-9=-1143/453 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=45f1;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(])1-7-5 to 14-4-4,Exterior(2)14-4-4 to 29-7-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except 6t=1b) 2=376,9=342. LOAD CASE(S) Standard A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE M. Design valid for use oNy with Mllekl:connectors.this design Is based oNy upon parameters shown.and Is for an individual tending component,not a truss system.Before use.the txlldirsg designer must verify the appilcel lily of design parameters and properly incorporate this design Into the overall bolding design. Bracing Indicated Is to prevent buckling of Irxllvklual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for s1ablllry and to prevent collapse with possible personal inittry and property axnago. For general gridosce regarding the fabrication,storage,delivery,erection and bracing of pusses and truss systems.seeANSI/TPI f Quality Criteria,DSB-89 and SCSI Bolding Component 6904 Parke East Blvd. Safety Information avdtable from truss Plate institute.218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss a •Qty Ply 711189836 1297810A 134 Roof Special '1 1 I Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries,Inc. Mon May 22 14:42:41 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-bR018BW SaeB6Cw?r45eSR 1 e XQrhAXIRKUOy02zDw3C -1-4-0, 7-6-0 i 14-4-4 19-2-9 } 24-4.4 29-9-8 i • 1-4-0 7-6-0 6-10-4 4-10-4 5-1-12 5-5-4 Scale=1:52.8 5x6=- 5.00 5.00!12 4 it 161111111111141111111444414:4400.5.6x6= 2x4 II 4x5= 6x8 -.:-= 6 7 3 74 18 0. • q ca an is 4 101 2 ' / N, � � 11 10 9 8 3x5= 2x4 II 7x10= 4x10_ 2x4 II 7-6-0 I 14-4-4 24-4-4 __29.9.8 7-6-0 6-10-4 10-0-0 5-5-4 Plate Offsets(X,Y)-- f2:0-0-10,Edgel,[4:0.3.0,0.2.41,(10:0-4-8,Edgel LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(TL) -0.25 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.70 9-10 >507 180 BOLL 0.0 Rep Stress lncr YES WB 0.75 Horz(TL) 0.10 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:155 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing � be installed during truss erection,in accordance with Stabilizer i Installation guide. j REACTIONS. (lb/size) 8=1171/Mechanical,2=1284/0-5-8 (min.0-1-8) Max Horz 2=199(LC 12) Max Uplift 8=-349(LC 9),2=-377(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-15=-2337/657,3-15=-2258/681,3-16=-1677/539,4-16=-1590/551,4-17=-1580/560, 5-17=-1632/548,5-6=-1341/426,6-18=-1341/426,7-18=-1341/426,7-8=-1140/412 BOT CHORD 2-11=-732/2085,10-11=-734/2082,9-10=-670/1949 WEBS 3-10=-697/289,4-10=-201/878,5-10=-634/278,5-9=-772/314,6-9=-357/264, 7-9=-523/1662 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=oft Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 14-4-4,Exterior(2)14-4-4 to 17-4-4,Interior(1)19-2-9 to 29-7-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=349,2=377. LOAD CASE(S) Standard A WARNING-fealty desIgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.mo3I2015 BEFORE USE mit Design valid for use only with Mi lek6 connectors.This design Is based only upon parameters shown.o nd is for an Individual balding component,not a truss system.Before use.the building designer must verily the or pilcablity of design parameters and property incorporate this design Into the overall taking design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent Ixa;ing MiTek is always required for stability and to prevent collapse with posstAe personal Injury and property damage. lot general ttaikkrrce regarding the tabrk:atkxn,storage,delivery,erection and bracing of trusses and truss systems.seeANSl/IPI I Quality Criteria,058.89 and BCSI Building Component 6904 Parke East Bird. Safety Information avcilable from Truss Plate Institute.218 N.Lee Street.Suite 312-Alexandria VA 22314. Tampa.FL 33610 IJob Truss Truss Type 1Qty IPly 1297870A T35 Hall Hy Girder '1 1 T11189837 I 1 Job Reference(optional) Building Component Supply.Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries.Inc. Mon May 22 14:42:43 2017 Page 1 I D:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-XpW oZtYjSGRpR E9EB W gwW SjCyDY?e0ijoot2SxzDw3A 13-1-12 ,-1-4-0 4-0-14 1 7-6-0 1 11-8-4 113.0-4 114-4-4 15-8-4.17-0-4.18-7-12 I 24-1-12 29-9-8 1-4-0 4.0.14 3-5-2 4-2-4 1-4-0 1.2.8 1-4-0 1-4-0 ' 1.7-8 5-6-0 5-7-12 0.1.8 Scale=1:55.8 5x6 NAILED 45 10 13 NAILED 5x6 NAILED 8 ►1L. I 15 10x 6AILED M18SHS� 7x14 MT2OHS 7 NAILED NAILED 44 NAILED 316 112 47 NAILED 4x10= 5.00[12 e G. 1 �• pp t 6 NAILED 17 NAILED NAILED 18 d 4x5 i ��-,r r _ nlf 7fl �� r l0 r r `� 218 29 30 310..- 01 i of 3 N e7 2 T.I.I aq dial _, 11 i• IP iii I 1.=; i 1 i 24 23 33 34 22 35 36 37 38 21 39 40 20 41 42 43 19 4x10= 4x5= NAILED 7x14 MT2OHS=NAILED NAILED 7x14 MT2OHS= 5x12= 5x10 MT2OHS II Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 4-0-14i 7-6-0 I 13-1-12 I 18-7-12 24-1-12 + 29-9-8_ 4-0-14 3-5-2 5-7-12 5-6-0 5-6-0 5-7-12 ' Plate Offsets(X,Y)-- 12:0-0-0,0-0-4],[5:0-1-15,Edge1,[9:0-6-0,0-2-81,[10:0-3-0,0-2-41,[11:0-3-12,0-1-81,[16:1.0.8,0-3-01,[19:0-3-8,Edgel,[20:0-2-8,0-2-81 LOADING(psi) I SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.28 21-22 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.81 21-22 >437 180 MT2OHS 187/143 BCLL 0.0 • Rep Stress Incr NO WB 0.92 Horz(TL) 0.19 19 n/a n/a M18SHS 244/190 BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:196 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 1-11-3 oc purlins, 4-16:2x6 SP No.2,16-18:2x4 SP SS except end verticals. Except: BOT CHORD 2x4 SP SS 1 Row at midpt 5-9,12-16 WEBS 2x4 SP No.3`Except' BOT CHORD Rigid ceiling directly applied or 6-11.0 oc bracing. 4-22,18-20:2x4 SP No.1 WEBS 1 Row at midpt 18-19 JOINTS 1 Brace at Jt(s):9,12 f MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation quide. I REACTIONS. (lb/size) 19=2819/Mechanical,2=2463/0-5-8 (min.0-2-15) Max Horz 2=164(LC 8) Max Uplift 19=-509(LC 5),2=-440(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-5174/754,3-4=-5197/748,4-5=-5356/874,5-6=-3935/637,6-9=-3935/637, 9-11=-4174/733,11-12=-4174/733,12-14=-4174/733,14-16=-4174/733,16-28=-3998/700, 28-29=-4001/700,17-29=-4006/701,17-30=-3998/698,30-31=-3998/698,31-32=-3998/698, 18-32=-3998/698,18-19=-2629/573,5-44=-1575/292,7-44=-1498/282,7-8=-1478/324, 8-45=-1497/358,10-45=-1418/347,10-13=-1465/341,13-15=-1499/330,15-46=-1426/268, 46-47=-1502/282,16-47=-1598/295 BOT CHORD 2-24=-773/4705,23-24=-773/4705,23-33.711/4811,33-34=-711/4811,22-34=-711/4811, 22-35=-870/5301,35-36=-870/5301,36-37=-870/5301,37-38=-870/5301,21-38=-870/5301, 21-39=-933/5555,39-40=-933/5555,20-40=-933/5555 WEBS 4-23=0/620,4-22=-200/627,9-22=0/397,9-21=-171/411,17-20=-818/382, 18-20=-787/4526,10-11=-171/884,16-21=0/441,16-20=-1957/305 NOTES- 1)Unbalanced root 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=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 19=509,2=440. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11111"IsA[[Ep dpi pyIPs 3-10d(0 148"x3")or 3-12d(0.148"x3 25"1 toe-nails per NDS auidlines. I a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mb-7473 rev.ION3?015 BEFORE USE. Nit Design valid for use only with MlleeD connectors.This design Is based only upon Fxxarnefers shown,and Is for an individual building component.not o buss system.Before use.Itxe[ Aiding designer must verily lite opt Alcoblity of design parameters and properly Incogxalie fhb;design Into the overall btld ng design. Bracing indicated Is to prevent buckling of IndNidual tnus web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stobllty and to prevent collopse with possible personal injury and property darnage. For general guidance regarding the fabrication.n.storage,delivery-erection and bracing of trusses and truss systems,seeANSI/TPI I Qualify Cr terla,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information a v latee from truss Poole Insltute,218 N.Lee Street.Suite 312-Alexandria-VA 22314. Tampa-FL 33610 Job Truss TrussType Qty I Ply 7111898371 1297870A 735 Hall Hip Girder 1 1 Job Reference(optional) Building Component Supply.Jacksonville,FI 32256 Run:8.110 s Mar 31 2017 Print:8.110 5 May 6 2017 MiTek Industries.Inc. Mon May 22 14:42:43 2017 Page 2 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-XpWoZtYj5GRpRE9EBW gwWSjCyDY?e0ijoot2SxzDW3A NOTES- 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)384 lb down at 7-6-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,4-5=-60,16-18=-60,19-25=-20,5-10=-60,10-16=-60 Concentrated Loads(Ib) Vert:23=-384(B)4=-135(B)7=-135(B)13=-135(B)28=135(B)29=-135(B)30=-133(B)31=-133(B)32=-139(B)33=-75(B)34=-75(B)35=-75(B)36=-75(B)37=-75(B) 38=-75(B)39=-75(B)40=-75(B)41=-74(B)42=-74(B)43=-77(B)44=-135(B)45=-135(B)46=-135(B)47=-135(B) Q WARNING-Verify design paramarars and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MN-7473 rev.1a0312015 BEFORE USE. Design valid for use only with MIIekID connectors.this design Is based oily ufx>n parameters shown,and is for an Indlvkkral building component.not a buss system.Before use.the building designer must verify lire applicability of design parameters and properly Incorporate flits design into the overall badtrlg design. Bracing Indicated is to prevent buckiIng of individual truss web and/or chord members only. AddikrxA temrx>rcxy and permanent bracing MiTek" ek• Is always requked for stabltty and to prevent collapse with possible personal Injury and properly damage. For general guicknce regarding the Iabricatk>n,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI l Quality Criteria,058-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute.218 N.Lee Street.Suite 312,Nexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type 'Qty ,Ply T11189838, 12978TOA !T36 Hp Girder 1 1 1 Job Reference(optional) Buil ding Component Supply,Jacksonville,Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MITek Industries,Inc. Mon May 22 14:42:44 2017 Page 1 I D:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-?04AmCYLsZZg3OkQIDB92gGOJdvYNt7t0Scc?NzDw39 •__1.4.01 6-2-8 l 10-4-6 I 14.4-8 l 18-4-10 22-6-8 28.6-0 1-4-0 6-2-8 4-1-14 4-0-2 4-0-2 4-1-14 5-11-8 Scale=1:49.8 NAILED NAILED NAILED NAILED NAILED 7x10= 4x5= 2x4 I6x6— 7x10 NAILED NAILED NAILED —NAILED NAILED 5.00 Fri 3 20 21 4 22 23 5 24 25 26 6 27 28 7 f%411 r� aTA 8� 1 I I �1 ____111_____111_____111_ -r '. I I I Anvil, 7411d 2 N N a1 ,I I I ••• I I 11 iI .. � I �- --.. I� I. 13 29 30 12 31 32 11 33 34 10 35 36 9 4x10= 2x4 '.I NAILED 4x5= 7x14 MT2OHS= 4x5= 2x4 I 4x10= Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special 6-2-8 10-4-6 14-4-8 18.4.10 22-6-8 28.6.0 I 6-2-8 4-1-14 { 4-0-2 -- ---- -4-0-2 { 4-1-14 5-11-8 — —� Plate Offsets(X,Y)-- [2:0-0-0,0-0-41,[3:0-4-4,0-2.41,[7:0-4-4,0-2-41,[8:0-0-0,0-0.121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.36 11 >941 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.92 11 >373 180 MT2OHS 187/143 BCLL 0.0 . Rep Stress Incr NO WB 0.79 Horz(TL) 0.20 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:132 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. 80T CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 7-6-8 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=2135/Mechanical,2=2216/0-5-8 (min.0-2-10) Max Horz 2=59(LC 7) Max Uplift 8=-315(LC 8),2=-379(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. _ TOP CHORD 2-3=-4669/588,3-20=-5938/871,20-21=-5938/871,4-21=-5938/871,4-22=-6471/968, 22-23=-6471/968,5-23=-6471/968,5-24=-6471/968,24-25=-6471/968,25-26=-6471/968, 6-26=-6471/968,6-27=-5948/889,27-28=-5948/889,7-28=-5948/889,7-8=-4720/647 BOT CHORD 2-13=-473/4232,13-29=-465/4253,29-30=-465/4253,12-30=-465/4253,12-31=-768/5938, 31-32=-76815938,11-32=-768/5938,11-33=-801/5993,33-34=-801/5993,10-34=-801/5993, 10.35=-521/4299,35-36=-521/4299,9-36=-521/4299,8-9=-529/4278 WEBS 3-13=0/459,3-12=-359/2062,4-12=-870/273,4-11=-155/668,5-11=-462/203, 6-11=-94/599,6-10=-845/260,7-10=-335/2025,7-9=0/455 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=45th L=241h eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=315,2=379. 9)'NAILED"indicates 3-10d(0.148'x3")or 3-12d(0.148'x3.25')toe-nails per NDS guidlines. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)271 lb down at 6-2-8,and 271 lb down at 22-6-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(8). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 wr nn nrcu yr r NOW C A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. NI Design valid for use only with MIteldi connectors.this design is based only upon parameters shown-and is for an kndlvtdual budding component,not a truss systema.Before use•the',dicing designer must verify the applicability of design parameters and properly kicorporale this design Into the overall building design. Bracing Indicated is to prevent budding of IndNldual truss web and/or chard members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regarding 11w fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPtl Qualify Criteria,DSB-89 and SCSI Bulding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tempa.FL 33610 Job 'truss truss Type Qty !Ply 12978T0A T36 Hip Girder I 1 1 111189838 1 Job Reference(optional) Building Component Supply.Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 Musk Industries.Inc. Mon May 22 14:42:44 2017 Page 2 I D:Bkpdgaw4zV r2j_Z9cn5x6Uz5Rx2-?04AmCYLsZZg30kCI DB92gGOJdvyNt7t0Scc?NzDw39 LOAD CASE(S) Standard Uniform Loads(pit) Vert:1-3=-60,3-7=-60,7-8=-60,14-17=-20 Concentrated Loads(Ib) Vert:7=-37(F)13=-271(F)11=-58(F)5=-99(F)9=-271(F)20—99(F)21=-99(F)22=-99(F)23=-99(F)24=-99(F)26=-99(F)27=-99(F)28=-99(F)29=-58(F)30=-58(F) 31=-58(F)32=-58(F)33=-58(F)34=-58(F)35=-58(F)36=-58(F) • A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MF7473 rev.10032015 BEFORE USE. Design wild for use only with Mltek8 connectors.This design Is bused only upon ixaameters shown.and Is for as Individual blding component riot a truss system.Before use,the taking doliFiner must verily the rrp{,licabilty of design parameters and properly incorporate this design kilo the overall biding design. ®acing indicated Is to prevent buckling of In dNidual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse wtth Possible personal injury and property damage. For general gridax:e regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Rale Institute,218 N.Lee Street,Sidle 312,Alexandrka,VA 22314. Tampa.FL 33610 Job I Truss Truss Type 4Oty ;Ply 711189839 12978TOA 137 H4 1 1 Job Reference(optional) Building Component Supply.Jacksonvete.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 M7ek Industries,Inc. Mon May 22 14:4245 2017 Page 1 ID:Bkpdgaw4zVr2j-Z9cn5x6Uz5Rx2-TCdYzYZzdthXgYJcJxjObtpbelHf6Sh0F6M9XpzDw38 -1-4-0 7-5-0 14-4-8 21-4-0 28-6.0 1-4-0 7-5-0 6-11-8 } 6-11-8 7 2 0 Scale=1:49.9 7x10= 2x4 I 7x10= 5.00 FIF 3 1819 4 20 21 5 4611. ,01: 17 22 N (' 2 16 I 6 6 d 9 8 7 3x5= 2x4 II 7x10= 2x4 1 3)c4= I— 7-5-0 I 14-4-8 I 21-4-0 28-6-0 ____i 7-5-0 6-11-8 6-11-8 7-2-0 Plate Offsets(X,Y)-- 12:0-0.6,Edgel,[3:0-4-4,0-2.4],[5:0.4-4,0-2-41 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.16 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.42 8-9 >813 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.32 Horz(TL) 0.10 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:123 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-3-3 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=1125/Mechanical,2=1238/0-5-8 (min.0-1-8) Max Horz 2=68(LC 11) Max Uplift 6=-294(LC 12),2=-377(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-16=-2187/729,16-17=-2128/737,3-17=-2100/753,3-18=-2613/974,18-19=-2613/974, 4-19=-2613/974,4-20=-2613/974,20-21=-2613/974,5-21=-2613/974,5.22=-2131/770, 6.22=-2214/753 BOT CHORD 2-9=-611/1937,8-9=-608/1944,7-8=-617/1973,6-7=-620/1965 WEBS 3-9=0/277,3-8=-280/833,4-8=-474/279,5-8=-250/824,5-7=0/286 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=251t;B=45ft;L=24f1;eave=4lt;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 7-5-0,Exterior(2)7-5-0 to 25-6-15,Interior(1)25-6-15 to 28-6-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6=294,2=377. LOAD CASE(S) Standard t A WARNING-VMfy design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M&7473 rev.1603/20f5 BEFORE USE. fat Design valid for use only with Mliele&connectors.This design is txased only upon parameters shown,and is for an individual t uIding component.not a truss system.Before use.the bulldng designer must verify the applk;at)lllty of design parameters and properly Incorporate this design Into the overall bulking design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bxacing Is always required kx stability and to prevent collapse with possible personal Injury and property damage. For ge neral guidance regarding the MiTek' rubrication,storage.deHNery,erecllon and bracing of trusses and truss systems,seeANSI/WPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available Corn Truss Plate Institute.218 N.Lee Street.Suite 312 Alexandrlo.VA 22314. Tampa,FL 33610 Job Truss TrussTyppe Qty Ply 1297810A ,T38 Hip Girder ;1 711189840 i 3 Job Reference(optional) Bolding Component Supply.Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries.Inc. Mon May 22 14:42:47 2017 Pae 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-PbIJOEbD9UxFwrS?QMlsgluugrwdaHaJjorGbiz�w36 1.4.0 5-0-6 9-5-0 14-4-8 19-4-0 23-8-10 28-6-0 l 1 4-0 l 5-0-6 4-4-10 4-11-8 4-11-8 4-4-10 4-9-6 Scale=1:49.8 7x10= 2x4 I 7x10= 4 19 5 20 6 5.00 ITI0111 $N ; • 4x5 4x5 7 ^ MO e ■ 1N B N2 ••• 1 I01� on 21 2213 23 12 24 26 26 11 27 28 10 29 9 5x10 MT2OHS% THD263x6 I THD26 6x6__ THD26 THD26 8x10= THD26 7x6= THD26 2x4 II 4x10 THD26 THD26 THD26 THD26 THD26 i__________ 5.0.6 I 9.5.0 I__ 14-4-8 I 19-4-0 23-8-10 _ 28-6-0 5-0-6 4-4-10 4-11-8 4-11-8 { 4-4-10 I 4-9-6 l Plate Offsets(X,Y)-- [2:0-4-2,0-3-01,[4:0-4-4,0-2-41,[6:0-4-4,0-2-41,[8:0-0-0,0-0-31(10:0-3-0,0-4-81,111:0-5-0,0-4-121,[12:0-3-0,0-4-01,113:0-4-0,0-1-81 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.29 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.72 11-12 >478 180MT2OHS 187/143 BOLL 0.0 ' Rep Stress Incr NO WB 0.61 Horz(TL) 0.16 8 n/a n/a BCDL 10.0 i Code FBC2014/TPI2007 Matrix-MS ! Weight:496 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1*Except' TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins. 4-6:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x6 SP SS WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=7384/Mechanical,2=9294/0-5-8 (min.0-3-10) Max Horz 2=84(LC 7) Max Uplift 8=-1049(LC 8),2=-1366(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-20917/2920,3-4=-16754/2392,4-19=-17295/2499,5-19=-17295/2499, 5-20=-17295/2499,6-20=-17295/2499,6-7=-16655/2346,7-8=-17498/2444 BOT CHORD 2-21=-2647/19308,21-22=-2647/19308,13.22=-2647/19308,13.23=-2647/19308, 23-24=-2647/19308,12-24=-2647/19308,12-25=-2100/15603,25-26=-2100/15603, 11-26=-2100/15603,11-27=2058/15521,27-28=-2058/15521,10-28.2058/15521, 10-29.2197/16057,9-29=-2197/16057,8-9=-2197/16057 WEBS 3-13=-312/3012,3-12=-4268/625,4-12=-594/4827,4-11=-324/2258,5-11=-282/162, 6-11=-362/2356,6-10=-53W4683,7-10=-792/175,7-9=0/551 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:2x6-3 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opst BCDL=5.Opst h=25ft;B=45ft;L=241t;eave=oft Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 8=1049,2=1366. 11)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-5-12 from the left end to 21-2-4 to connect truss(es)T25(1 ply 2x4 SP),T26(1 ply 2x4 SP),T27(1 ply 2x4 SP),T28(1 ply 2x4 SP),T29(1 ply 2x4 SP),130(1 ply 2x4 SP),T31 (1 ply 2x4 SP),T32(1 ply 2x4 SP),T33(1 ply 2x4 SP),T34(1 ply 2x4 SP),T35(1 ply 2x4 SP)to back face of bottom chord. worm MITTS t*Tt.,agv r.... . .'a .. ..._ ... an WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 615-7473 rev.10/93r2015 BEFORE USE. 1111 Design valid for use only with MilekQr connectors.1Ns design Is based only upon parameters shown,and Is for an individual balding component.not a truss system.Before use,the prancing designer masl verify the applicability of design pxaneters and properly Incorporate this design Into the overall bulking design. Bracing Indicated Is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek Is always required for stability and to preveril collapse wllh possible personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPII Quality Crifeda,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. Tempa.FL 33610 Job Truss I Truss Type Qty Ply 12978TOA T38 Hip Girder 1 T11189840 1 3 Job Reference(optional) Building Component Supply.Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries,Inc. Mon May 22 14:42:47 2017 Page 2 I D:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-PblJOEbD9UxFwrS?QMlsgluugrwdaHaJjQrGbizDw36 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1.4=-60,4-6=-60,6-8=-60,2-14=-20 Concentrated Loads(Ib) Vert:13=-1151(B)10=-1151(B)21=-1153(B)22=-1151(B)23=-1151(B)24=-1151(6)25=-1151(B)26=-1152(B)27=-1153(B)28=-1152(6)29=-2799(6) • 1 � A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE*111.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Welds)connectors.This design Is based only upon parameters shown,and Is for an lid id ual building component.not a truss system.Before use.the building designer must verify the applicability of design parameters and properly hcorpxxate thin design into the overall building design. Bracing indicated Is to prevent buckling of individual taus web a nd/or chord members only. Additional temporary(rid permanent bracing MiTek' ek• Is always required for stablity and to prevent collapse wrih possible personal injury and properly damage. For general guidance regarding the fabk:atlon.storage,delivery,erection and bracing of trusses and truss systems.see.ANSI/IPI l Quality Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd. Soley Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job !Truss (Truss Type ` •ty •y 711189841 ' 12978T0A I T39 GABLE 11 1 Job Reference(optional) Building Component Supply.Jacksonville,Fl 32256 Run:8.110s Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries.Inc. Mon May 22 14:42:47 2017 Pae 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-PblJOEbD9UxFwrS?QMIsglu4Or59aPcJjQrGbizDw36 1 -1-4-0 ---i 5-5-8 10-11-0 12-3-0 1-4-0 5-5-8 — 5 5 8 I 1-4-0 I Scale=1:22.7 5x6= 2x4 11 5 6 5.0012 4 2x4 II /`♦ 3x4 \\ 14 ` 15 3x4 // 3 7 16 ,� .? 2 –411111111%8 0 9 Io 1 ...❖o••:❖iiWee.❖.•.••••••••••••••••••❖••"•.•.:.••••••❖.•9.9•••••9.9••••.•••••.•.:"Wii•AAW.V.•.•o.•.;.ee,A,•.❖.•.•.•.❖.•.•ee,A'VCV:❖.:•❖.•••••. ,W. 12 11 10 5x6= 4x10 4x10 5x6—2x4 2x4 I 2x4 . 2x4 I F __- __. -10_11_0_ 10.11.0 ----- -- Plate Offsets(X,Y)-- f2:0.3.8,Edgel,f2:0-0-8,Edge),15:0-3.0,0-2-41,18:0-3-8,Edge),18:0-0-8,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 8 rVr 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) 0.00 9 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 8 rt/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:48 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 ' MiTek recommends that Stabilizers and required cross bracing ! be installed during truss erection,in accordance with Stabilizer Installation guide. J REACTIONS. All bearings 10-11-0. (lb)- Max Horz 2=-46(LC 10) Max Uplift All uplift 100 lb or less at joint(s)11,12,10 except 2=-118(LC 12),8=-118(LC 12) Max Gray All reactions 250 lb or less at joint(s)2,8,11 except 12=311(LC 21),10=311(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 4-12=-215/331,6.10=-215/331 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=2ft;Cat. It;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)-1-4-11 to 1-7-5,Exterior(2)1-7-5 to 5-5.8,Comer(3)5-5-8 to 8-5-8 zone;C-C for members and 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)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11,12,10 except (jt=lb)2=118,8=118. LOAD CASE(S) Standard A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rw.169/2015 BEFORE USE Design valid for use only with MI lek'connectors.Ibis design is based only upon parameters shown,and Is for an individual txtldkng component.notMil. a truss system.Moro use,the building designer must verify the applicability of design parameters and properly kscorfxxato this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/of chord members only.Ad itrxxi temporary a d permanent bracing Is always requked for stablilly and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek• fabrication,storage,delivery,erection and bracIg of trusses and tnrss systems,seeANSI/WPtt Quality Criteria,OSB-89 and BCS(Building Component 6904 Parke East Blvd. Solely tnformaton available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job i Truss Truss Type O Ply y 1297870A T40 Common1 7 T11189842 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries,Inc. Mon May 22 14:42:48 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-tnJhcacrwo46X?1 B_3G5DW RFTEODJs6Sx4ap88zDw35 -1-4-0 5-5-8 { 10-11-0 i 12-3-0___� 1-4.0 5-5-8 5-5-8 1-4-0 Scale=1:22.0 5x6= 3 5.00 FIT 14 15 13 16 p 4 I — ` 5 io 1 6 3x4= 2x4 1' 3x4= F —5-5-8 I — 10-11-0 5-5-8 5-5-8 Plate Offsets(X,Y)-- [3:0-3-0,0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.01 6-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.04 6-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 j Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 I Matrix-MS Weight:41 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 2=520/0-5-8 (min.0-1-8),4=520/0-5-8 (min.0-1-8) Max Horz 2=-52(LC 10) Max Uplift 2=-187(LC 12),4=-187(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-13=-578/211,13-14=-536/217,3-14=-520/228,3-15=-520/228,15-16=-536/217, 4-16=-578/212 BOT CHORD 2-6=-98/480,4-6=-98/480 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.Opsf;BCDL=5.Opsf;h=251t;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 5-5-8,Exterior(2)5-5-8 to 8-5-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf 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)except(jt=1b) 2=187,4=187. . LOAD CASE(S) Standard A WARNE4G-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. imii. Design wild for use only with MITetrl cornec tors.this design is hosed only upon parameters strewn,and is for an individual t adding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design(rile the 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 alk pse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TPI l Quality Criteria.1356-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avciable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss i rru s Type }Qty j Ply 12978704 '141 ,Common Girder I1 711189843' I I I 2 Job Reference(optional) Building Component Supply,Jacksonvite.FI 32256 Run:8.110 5 Mar 31 2017 Print:8.110 s May 6 2017 Weir Industries,Inc. Mon May 22 14:42:49 2017 Page 1 I D:Bkpdg aw4zVr2j_Z9c n5x6 Uz5Rx2-Mzt3pwcUh6Cz99cNYmnKIj zE Kecj29TcAkKNgazDw34 —— 5-5-8 5-5.8 I 10-11-0 i 5-5-8 Scale=1:18.1 7x6 2 5.00 FIF 1 3 ,^ •, illi1 fl fi r _mu. 11 5x12= NAILED 10 11 5 4 12 13 4x10 !/ THD26 THD26 4x10 \\ NAILED NAILED THDH283 '...lbs. 5x12= 4-9-12 -- I --- 6-1-4 I 10-11.0 4-9-12 1-3-8 4-9-12 Plate Offsets(X,Y)-- [1:0.6-0,0-1-51,[3:0-6-0,0-1-51,[4:0.6-3,0-1-81,[5:0-4-13,0.1.01 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 i Vert(LL) -0.11 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 , Vert(TL) -0.26 4-5 >479 180 BCLL 0.0 * Rep Stress Ina NO WB 0.71 Horz(TL) 0.05 3 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:114 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x8 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=6165/0-5-8 (min.0-3-10),3=5955/0-5-8 (min.0-3-8) Max Horz 1=-40(LC 6) Max Uplift 1=-718(LC 8),3=-737(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-12740/1524,2-3=-13531/1656 BOT CHORD 1-10=-1343/11732,10-11=-1343/11732,5-11=-1343/11732,4-5=-1210/10360, 4-12=-1465/12458,12-13=-1465/12458,3-13=-1465/12458 WEBS 2-4=-764/6334,2-5=-400/4157 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:2x8-3 rows staggered at 0-2-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=718,3=737. 8)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 1-2-8 oc max.starting at 2-9-4 from the left end to 3-11-12 to connect truss(es)T36(1 ply 2x4 SP),137(1 ply 2x4 SP)to back face of bottom chord. 9)Use USP THDH28-3(With 16d nails into Girder&16d nails into Truss)or equivalent at 6-1-4 from the left end to connect truss(es) T38(3 ply 2x6 SP)to back face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. 11)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148'x3.25")toe-nails per NDS guidlines. LOAD CASE(S) Standard 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3.60,1-3=-20 WI nu ruts IA Nayc c itelMI A WARNING-Verify d.Agn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 row.10,03/2015 BEFORE USE. Design valid for use only with MITek4 connectors.This design Is basedan only upon parameters shown. d is kx an individual building component not e a hum system.Before use,the bulking designer must verify the applicability of design pxxarneters and properly h n apaate this design Into the overall lxlding design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additk,rntl temporary and permanent bracing is always required for stablcollapse ity and to prevent collse wllh possible personal injury and property damage. for general gnkkince regarding the e kXxk:ation,storage,delivery,erection and bracing of trusses and truss systems seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Softly information avalable home Truss Plate institute.218 N.Lee Street,Suite 312.Alexandria.VA 2'2314. _ ---- 1 Tampa,FL 33610 Jobtruss Iruss type ty Ply 711189843, 12978T0A T41 Common Girder .1 2 Job Reference(optional) Building Component Supply,Jacksonville.Ft 32256 Run:8 110 s Mar 31 2017 Print:8.110 s May 6 2017 MiTek Industries.Inc. Mon May 22 14:42:49 2017 Page 2 ID:Bkpdgaw4zVr21 29cn5x6Uz5Hx2•Mzt3pwcUh6Cz99cNYmnKIjzEKecj29TcAkKNgazDw34 LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:4=-7364(B)7=-164(B)10=-2115(B)11=-1105(B)12=-268(B)13=-268(B) • • 1 � 0 WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.1W03/2015 BEFORE USE Design valid for use only vAtt1 MITekS%connectors.This design Is based only upon parameters shown.and Is for an ksdMdxll Lxldkng component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall bulcwrg design. Bracing Indicated Is to prevent bucIdIn a of Individual truss web and/or chord members only. Additional temporary and permanent bracing Eige Is always required for stability and to prevent collapse with p ous[xe personal Injury and property damage. for general guidance regarding the fabrication.storage,delivery,erection and bracing of tr sses and truss systems,seeANSt/TP11 Quality Criteria.OSB-89 and BCSI Building Component 6904 Pada East Blvd. Safely Information avcitabie Born truss Plate institute,218 N.Lee Sheet,Suite 312,Alexandrkt VA 22314. Tampa,FL 33610 r ID. , russ runs ype • •y 711189844 12978T0A 1V01 Valey 1 1 Job Reference(optional) Building Component Supply.Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 MRek Industries.Inc. Mon May 22 10:42:49 2017 Page 1 I D:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-Mzt3pwcUh6Cz99cNYmnKIjzTLemP2KdcAkKNgazDw34 1-11-8 — I -- 3-11-0 1-11-8 1-11-8 — 3x6= Scale=1:7.2 5.00 NT 2 3 1 j C--- C::::::2 ga 16d 2x4 2x4 I 1-11-8 3-11-0 1-11-8 ( 1-11-8 1 Plate Offsets(X,Y)-- (2:0-3-0,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) Na - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=96/3-9-13 (min.0-1-8),3=96/3-9-13 (min.0-1-8) Max Horz 1=-9(LC 10) Max Uplift 1=-25(LC 12),3=-25(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=5.0psf;h=25th B=4511;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. LOAD CASE(S) Standard mi 0 WARNING-Verify design penmNars and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MITekd connectors.his design is txx ed only upon parameters shown.and Is for an Indlvld al building c:onipordml.riot a truss system.Before use.the Inking designer must verify the appaccgAiiy of design parameters and property Incorporate this design Into the overall building design. Racing Indicated Is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for slaWIBy and to prevent collapse with possible personal hk+y and properly damage. for general guidance nce regarc klg the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSS-89 and SCSI Building Component 6904 Parke East Blvd. SdeIy Information avcilable from Truss Plate institute.218 N.Lee Street,Stile 3I2 Alexandria.VA 22314. Tampa,FL 33610 Job Truss truss Type i �ty Ply 711189845 12978T0A V02 Valley 1 1 l Job Reference(optional) Building Component Supply.Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8 110 s May 6 2017 MiTek Industries.Inc. Mon May 22 14:42:50 2017 Page 1 I D:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-gARR t Gd6SPKgnJ8a6UIZIxW dC27lnntIPN3wC 1 zDw33 3-3-5 • 335 — — Scale=1:9.5 2 1 2x4 I 5.00 12 i 0 III . a + :•i•.•:,:•:•S❖•:•: .•�•�•••�•�•�•,••••OJi i i i i•i i•J•O•O.O•i i PO•••••::.•PO.•POJ••OJ••••:•i•PA•••.O•• •• •• ••••••••••••••••••+0:ii0•iiiiiii:+:•:.•iii•:**•iiiiii1•iiiiiiiiiii• 3 2x4 G 2x4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a Na BCDL 10.0 Code FBC2014ITPI2007 Matrix-P Weight:10 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.3-5 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=95/3-2-11 (min.0-1-8),3=95/3-2-11 (min.0-1-8) Max Horz 1=41(LC 12) Max Uplift 1=-16(LC 12),3=-34(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25th B=4511;L=24ft;eave=oft;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)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. LOAD CASE(S) Standard lilt 0 WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MRTEK REFERANCE PAGE 9411.7473 rev.1093!2015 BEFORE USE. Design valid for use only with Mllekk connectors.This design Is based only upon parameters shown.and Is for an kn5vkluol ta8dhg component,not a truss system.Before use,the binding designer must verify the appplkxAAlty of design praarneters and properly incorporate this design Into the overall txildng design. wochg indicated Is to prevent buckling of IndMdUcd truss web and/or chord members only. Additional temporary and permanent tracing MiTek' • Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the tabricatlon,storage,delivery,erection and bracing of trusses and truss systems,sooANSI/lPt t Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Bird. Safety INormallon available kom Truss Plate Institute,218 N.lee Street,Suite 312.Alexadda.VA 22314. Tampa.FL 33610 Job 'Truss !Truss Type rd i Oty Ply 12978T0A 003 711189846, IVatey t 1 BuddC I Job Reference(optional) 1 Ing omponent Supply.Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s May 6 2017 M1iTek Industries.Inc. Mon May 22 14:4250 2017 Page 1 ID:Bkpdgaw4zVr2j_Z9cn5x6Uz5Rx2-gARR1Gd6SPKgnJBa6UIZIxWdv26gnnDIPN3wC1zDw33 t-- 3-4-0 I 6-8-0 3-4-0 - -- -._. 3-4-0 Scale=1:12.2 4x5 II 2 5.00 12 a 3 ft ' O a 00 %Ai Ji•Oiin i•% Oii•i Wi:❖ i.:•;••"ii.❖i : ii:Ve ia:i1:•icv. AOi V.,iiOO.W.V.•.: ii iiiOiO '90 i:ilii::•i'S : •ii'i:•i•• iii: ::••:••••:❖• •:::: :❖.•••• •:••: ::••••••❖.•.••••: •ii:•ii•:•i:•iiiii:•iiiiiiii: iii:• iiiiii•:::'•i•:•i 4 2x4 - 2x4 2x4 3-4-0 -4 6 B'0 i 3-4-0 3-4-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lord) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) rUa - n/a 999 I MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) Na - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014TTPI2007 Matrix-P Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=102/6-6-13 (min.0-1-8),3=102/6-6-13 (min.0-1-8),4=209/6-6-13 (min.0-1-8) Max Horz 1=-20(LC 10) Max Uplift 1=-37(LC 12),3=-37(LC 12),4.35(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=lSOmph(3-second gust)Vasd=101mph;TCDL=5.Opsh BCDL=5.Opsf;h=251t;6=4511;L=24ft;eave=oft 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 psi 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 tali 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)1,3,4. LOAD CASE(S) Standard t Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED*BIER REFERANCE PAGE 581-7473 rev.10/03/2015 BEFORE USE. Design wild for use only with MilektS connectors.this design Is based only upon parameters shown.and Is for an i dis4dual!striding component.not it a taus system.Before use,the building designer must verify the applicability of design parameters and Irotomy Incorporate this design Into the overall biiklfrng design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek• Is always required kr stability and to prevent collapse with possible personal injury and properly damage. For general guidance regrading the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/lP11 Quality Cr feria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avertable from Truss Plate InstItule.218 N.Lee Street.Suite 312,Alexandria VA 72314. 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