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1655 ATLANTIC BEACH DR - TRUSSESr ..„....,c)A,.... ice:# _„., _ ., BCS Tae--._-- TH ,,UILDING COMPONENT SUPPLY, INC, 4627 JP HALL BLVD. SUITE 208 GREEN COVE SPRINGS, FL 32043 0: 904.297.9390 Me F: 904.529. 1 406 '� vo 0. d BEARING HEIGHTS Tia dti 0 T37 or _1 91- 1 1 811 -j. T32IMF ////A I 1 01– 1 1 811 T3) SECOND FLOOR LAYOUT / 20' _ 711 EI SCALE: 3/ 1 611 = 11011 MilniD THIS IS A TRUSS PLACEMENT '0600 I} DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing.The building designer is responsible for temporary ,,,,, andpermanent floorr system and for thacing of e ae roof nd overall �,. T12 1 structure.The design of the truss 1,1,,s , i_ _ i, itrzrirair 1 ;11, support structure including headers, beams,walls,and columns is the responsibility of the building designer. Ia For general guidance regarding j bracing,consult"Bracing of Wood � Trusses"available from the Truss Plate • Institute, 583 D'Onifrio Drive; Madison, WI 53179. it ...r,,, ATTENTION. II hL. 'ii ill_ Refer to truss n °� layout and engineering 9 documents that arrive with delivered ��� �� „ „ „ $ field trusses. Unless noted otherwise,all beams are i El " p by others. g�11 A �. o I*� _ FIF�"ACE CFERF— a REVISION DATE 1 DORMCHECKED BY 00/00/15 '! MIK ' I1., -- B NCO i 1111 Ti $ CLIENT TOLL _ BROTHERS r. „ l-i i� 5 T t.,i ATLANTIC BEACH 4, 20040 SUBDIVISION ;..i, Q - --',� . HERITAGE f 8 ' 8 - 1746011 ---- — 1746011 -- 2 MODEL CUMBERLAND a po o Ig / ell - ----- ------ --- lj I ELEVATION CLASSIC 360301 S46W f IDRAWN BY ctor Total Lest LOT # oduct QtyRAS iD414 1 JS24 17 DATE -026 3, _ FIRST FLOOR LAYOUT 01 0 1 2/09/201 6 SCALE: 3/ 1 611 = 1 SOU REF# 11623 I _ - 430140 38.10-00 -_ - 124443 I 2.0003 24e_ C. 1 24044 20000 SLOPXO CCII.'.-.:=,,S ' 7. TO 9':' 34043 24401 e I a . .. C-LINO III TT •II SIOPECEILING [ ra To so k� 24043 I 24000 24000 1 22000 24000 374440 r 124040 000143 j 100103 a `� �' �V" 2°.3.,,40 '. T17 E T3/ 1 ON 71�1P• L IIiiiIY- 1g3111111111.111101- 11111 ? ? _ : .1111.211111!: _.... _ $ I . .111 I drii► N1M® � �i .1 ,! sal �N��a� I1 MM ' . Tied Tl S .."....•P OF TS3 001143 L 17 q 760343 _ Products Truss Con PIot10 Length Product Plies Net Qty I Manuf F1301 18-00-00 14/4"x 16"VERSA-LAM®2 0 3100 SP 2 2 USP FB02 311.06 13/4"x 16"VERSA-LAMO 2.0 3100 SP 2 2 USP USP -- t • R Lumber design values are in accordance with ANSI/TPI 1 section 6.3 6i-4,, These truss designs rely on lumber values established by others. ^•a,. MiTekC RE: 11623TOA - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Toll Brothers Project Name: Model: Cumberland Tampa,FL 33610-4115 Lot/Block: 010 Subdivision: Atlantic Beach Address: 1655 Atlantic Beach Dr City: Jacksonville State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Lou Pontigo License #: 53311 Address: 420 Osceola Ave City: Jacksonville Beach State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TPI2007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7-10 Wind Speed: 130 mph 1 Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 82 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T10022102 F01 - - i 12/9/16 118 ',I-10022119 T07 12/9/16 j 2 I T100221031 F02 _f 12/9/16 119 ,1100221201 T08 12/9/16 m 0 —I 13 j T10022104 j F03 112/9/16_120 T10022121 1 T09 12/9/16 > Z Fa; Com 14 IT10022105 F04 j 12/9/16_121 T10022122 T10 12/9/16 n 5 ;T100221061 F05 j 12/9/16 22 T10022123 T11 12/9/16 6 T10022107 FG01 12/9/16 23 110022124 T12 12/9/16 Q 7 110022108 FG02 12/9/16 24 T10022125 T13 12/9/16 100 Z 0 r– j 8 T10022109 FT01 f 12/9/16 25 T10022126 T14 12/9/16 9 1T10022110 FT02 ( 12/9/16 26 T10022127 T15 12/9/16 WM (/) 2 0 10 j 710022111 FT03 j 12/9/16 27 T10022128 T16 12/9/16 11 1110022112 FT04 j 12/9/16 28 T10022129 T17 12/9/16 IT1 "1 12 1110022113 T01 12/9/16 29 T10022130 T18 12/9/16 ' M 13 1110022114 102 12/9/16 30 T10022131 T19 12/9/16 i Ts ati 14 1110022115 T03 12/9/16 31 T10022132 T20 12/9/16 �' 15 1T1002211611-04 j 12/9/16 32 T10022133 T21 12/9/16 0 0 Ix' 16 T100221171 T05 j 12/9/16 33 T10022134 T22 12/9/16 2 73 ill p 17 'T100221181-106 j 12/9/16 34 T10022135 T23 1 12/9/16 ``, ll. I11/,, The truss drawing(s)referenced above have been prepared by MiTek ��O ,�U• • �••VFX�i,,' USA, Inc. under my direct supervision based on the parameters ��� J� E ► '••.F1�'0 provided by Building Component Supply. . 'rJ *'• '� •Truss Design Engineer's Name: Velez, Joaquin : : /([0 68182 •.:* = My license renewal date for the state of Florida is February 28, 2017. IMPORTANT NOTE: The seal on these truss component designs is a certification :9•. STATE OF .'u/ that the engineer named is licensed in the jurisdiction(s)identified and that the •• •• ,�. � ' designs comply with ANSI/TPI 1. These designs are based upon parameters 0i "...k. O R k O P \•ss shown(e.g.,loads,supports,dimensions,shapes and design codes),which were i On '.......•• tJ�%• fileeefen �enMiTek. ce purpose project and was not ecific aken'on into account ined is �he preparation ofr MiTek's customers ti,,SON A�E���% these designs. MiTek has not independently verified the applicability of the design Jo, uin Velez PE No.68182 parameters or the designs for any particular building. Before use,the building designer M • USA,Inc.FL cert 6634 should verify applicability of design parameters and properly incorporate these designs 6'1.Parke East Blvd.Tampa FL 33610 into the overall building design per ANSI/TPI 1,Chapter 2. I :: December 9.2016 Velez.Joaquin 1 of 2 JCB COPY . , THIS PLAN MUST BE RE: 11623TOA ON JOB SITE FOR . EACH INSPECTION Site Information: Customer Info: Toll Brothers Project Name: Model: Cumberland Lot/Block: 010 Subdivision: Atlantic Beach Address: 1655 Atlantic Beach Dr City: Jacksonville State: FL No. Seal# I Truss Name Date No. Seal# Truss Name Date 35 ,T10022136 T24 12/9/16 78 T10022179 V13 12/9/16 136 1110022137 T25 12/9/16 .79 1110022180 V14 12/9/16 137 T10022138 1 T26 ! 12/9/16 80 T10022181 1 V15 1 12/9/16 1 138 T10022139 T27 12/9/16 81 T10022182 1 V16 1 12/9/16 L39 T10022140 T28 12/9/16 82 I T100221831 V17 1 12/9/16 40 T10022141 T29 12/9/16 41 T10022142 130 12/9/16 42 T10022143,131 12/9/16 43 7100221441 T32 12/9/16 44 11002214811-33 12/9/16 45 1100221461134 12/9/16 Lou Pontigo & Associates, Inc. 46 T100221471135 12/9/16 47 T10022148 1136 12/9/16 Consulting Strudyral Engineers 48 110022149 T37 12/9/16 , O NO EXCEPTION TAKEN (MAKE CORRECTIONS NOTED 49 110022150 T38 12/9/16 ❑REJECTED -SEE REMARKS 0 REVISE &RESUBMIT 50 T10022151 ;T39 12/9/16 1 Review Is for the limited 51 710022152 1140 1 I Purpose of checking for conformance 52 710022153 141 12/9/1612/9/16 1 I with the design concept and the Informafbn expressed In the 53 710022154 T42 12/9/16 1 " contract documents. No approval Is Implied for the accuracy or 54 T10022155 T43 12/9/16 1 completeness of details, quantities, dimensions, weights or 55 T10022156 T44 12/9/16 gauges,fabrication processes,construction means a methods, 56 710022157 1145 12/9/16 coordination of the work with other trades or construction safety 57 T10022158 146 12/9/16 precautions,all of which are the sole responsibility of the 1 Contractor.The Contractor Is responsible for dimensions to be 58 T100221591T47 12/9/16 confirmed and correlated at the site. Review of a spe59 110022160 1T48 i 12%9/16 j shall not Include o review of the entire assembly which them 60 T10022161 1 T49 12/9/16 1 item is a component.Review of re-submission will cover only 61 T10022162 1 T50 12/9/16 designated changes on the submittal and other changes clearly 62 T100221631T51 12/9/16 1 Identified by the Contractor. 63 T100221641T52 12/9/16 I 164 `T10022165 I T53 12/9/16 1 By �Y✓ pate: I Z(Will65 110022166 T54 12/9/16 166 T10022167 1V01 12/9/16 r 0,0k16,6 TO re-xPoSUJZE ( , 67 T10022168 IVO2 12/9/16 168 11100221691 V03 1 12/9/16 1 169 T10022170 'VO4 ' 12/9/16 1 170 T10022171 V05 12/9/16_ 71 T10022172 V06 12/9/16 172 T10022173 V07 12/9/16 73 T10022174 i V08 i 12/9/16 174 T1 00221 75 1 V09 I 12/9/16 75 T10022176 V10 112/9/16 I 76 T10022177 V11 1 12/9/16 1 177 ,T10022178 V12 1 12/9/16 1 2 of 2 Job Truss Truss Type Qty Ply —1 s 1 110022102 1162370A F01 Floor 1 1 I I iJob Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:25 2016 Page t I D:Iv8R56ob3KYLbd9mi_ahGOyMfj5-ePj RUMXa1UIKiE2729ZfXon8OwDoYQWYPTZTzYyAl8W 0-1-8 d 1-3-0 1 1-5-8 7 0-11-8 Scale=1:31.2 4x6= 4x6= 1.5x3= 1.5x3 I 3x6 FP= 1.5x3= 1 2 3 4 5 6 7 8 9 10 • • 322 !�/ X '.f/�'.fI �N�4�`r 23 '.... 20 19 18 17 16 15 14 13 12 ..eo. 4x6= 1.5x3 II 3x6 FP= 4x6= 1-6-0 4-0-0 6-6-0 11-11-8 14-5-8 16-11-8 18-5-8 1-6-0 2-6-0 i 2-6-0 I 5-5-8 I 2-6-0 I 2-6-0 1-6-0 Plate Offsets(X,Y)-- 11:Edge,0-1-8],[2:0-1-12,Edgel,[4:0-1-8,Edgel,[9:0-1-12,Edgel,[10:0-1-8,Edgel,[14:0-1-12,Edgel,[16:0-1-8,Edgel,119:0-1-12,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (los) I/dell lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.27 15-16 >814 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Verl(TL) -0.42 15-16 >516 240 BCLL 0.0 Rep Stress Incr YES I WB 0.62 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:96 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-11-14 oc purlins, BOT CHORD 2x4 SP No.1(flat)'Except' except end verticals. 11-13:2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (Ib/size) 21=995/0-5-8,11=995/0-5-8 FORCES. (Ib)-Max.Comp-/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-21=-990/0,10-11=-991/0,1-2=-1013/0,2-3=-2508/0,3-4=-3398/0,4-5=-3736/0, 5-6=-3736/0,6-8=-3404/0,8-9=-2506/0,9-10=-1013/0 BOT CHORD 19-20=0/1908,18-19=0/3077,17-18=0/3736,16-17=0/3736,15-16=0/3690,14-15=0/3082, 12-14=0/1907 WEBS 10-12=0/1308,1-20=0/1307,9-12=-1243/0,2-20=-1246/0,9-14=0/832,2-19=0/833, 8-14=-801/0,3-19=-792/0,8-15=0/449,3-18=0/520,6-15=-397/0,4-18=-640/0, 6-16=-242/425 NOTES- 1) OTES1)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. WARNING-Verify duller parameters end READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M11.7473 rev.10/03/201S BEFORE USE ��- 0 Design valid for use only with MITekao connectors.This design Is based only upon parameters shown,and is for an Individual bulding 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 t;•n AMAng design. lSachaprevent indicated is to bt,ektIng or rndivkf„ci truss web and/or chord members,,nly. Additional temporary and parmanant t-,rachg MiTek Is always required for stablilly and to prevent collapse with possible personal Inlay and property damage. For general gukkxx:e regardng the fabrication,storage,delivery.erection and tracing of trusses and truss systems,seeANSI/1PII Quilty Criteria,DSB-89 and BCSI Buitdsg Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tempe.FL 33610 Job I Truss Truss Type TQty Ply T10022103 1162370A • F02 Floor 4 1 I Job Reference(optional) Balding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:26 2016 Page 1 ID:Iv8R56ob3KYLbd9mi_ahGOyMfj5-6cHpiiXCootBKOdJct4u3?KKTKaKHNhe711 V7yAI8V 0-1-8 1-3-0 1.2.0 0.3.0 H I I State=1:30.5 4x6= 4x6= 1.5x3= 1.5x3 II 3x6 FP= 3x6= 1 2 3 4 5 6 7 8 9 10 v • 4 I• +`\\ e 22joy 23 ps...116 NN- /- 20 19 18 17 16 15 14 13 12 4x6= 1.5x3 11 3x6 FP= 3x6= 4x6= 1-6.0i 4-0-0 i 6-6-0 11-8-0 I 14-2-0 I 16-8-0 18-3-8 1-6-0 2-6-0 2-6-0 5.2.0 2-6-0 2-6-0 1-7-8 Plate Offsets(X,Y)-- 11:Edge,0-1-8),12:0-1-12,Edge),[4:0-1-8,Edgel,[9:0-1-12,Edgel,[10:0-1-8,Edgel,[14:0-1-12,Edge),[16:0-1-8,Edgel,[19:0-1-12,Edgel LOADING (psi) SPACING- 2-0-0 CSI. t DEFL. in (loc) Udell L/d PLATES GRIP TCLL 40.0 1Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.25 15-16 >855 360 I MT20 244/190 TOOL 10.0 Lumber DOL 1.00 BC 0.79 Vert(TL) -0.40 15-16 >542 240 BCLL 0.0 1 Rep Stress Ince YES I WB 0.61 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 1 Code FBC2014/TPI2007 Matrix-S Weight:96 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(fiat)'Except' except end verticals. 11-13:2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat)'Except' 10-11:2x4 SP No.2(flat) REACTIONS. (lb/size) 21=983/0-5-8,11=977/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-21=-977/0,10-11=-970/0,1-2=-998/0,2-3=-2467/0,3-4=-3331/0,4-5=-3646/0, 5-6=-3646/0,6-8=-3351/0,8-9=-2494/0,9-10=-1041/0 BOT CHORD 19-20=0/1881,18-19=0/3025,17-18=0/3646,16-17=0/3646,15-16=0/3619,14-15=0/3049, 12-14=0/1916 WEBS 10-12=0/1279,1-20=0/1288,9-12=-1216/0,2-20=-1227/0,9-14=0/805,2-19=0/816, 8-14=-772/0,3-19=-776/0,8-15=0/420,3-18=0/495,6-15=-372/0,4-18=-592/0, 6-16=-254/383 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 sIrongbacks,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. A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.101032015 BEFORE USE. Mt Design valid for use only with Ml1ek&connectors.this design Is based only upon fxacmeters shown,and Is for an Individual building component.not a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly Incorporate this design Into the overall I-A lacing design. fsra::Ing in7k.ateit Is to prevent Prickling or Indh47r rat tri ets web ond/r r chord it-iamb-ors only. AA-kink-friar temporary aril permanent bracing ing M ITek• I Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the tabxlcatkxi,storage,delivery erection and bracing of trusses and inks systems,see.ANSI/TPI I Quality Criteria.DSB-89 and BCSI Building Component 6904 Pert East BNd. Safely Information avdktbte from Truss Plate Institute.218 N.Lee Street.Sr.te 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type I Oty Ply I. I T10022104 11623TOA F03 Floor 12 1 I I j Job Reference(optional) Balding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:27 2016 Page 1 I D:Iv8R56ob3KYLbd9mi_ahGOyMfj 5-aorBv2YgZ5?2yYC W Aab7cDtW XkwH0J8rtn2a2RyAl8U 0.1.8 1.3.0 1-3-0 0-1t8H I I I---� Sc41B=1:30.8 4x6= 4x6= 1.5x3= 1.5x3 '1 3x6 FP= 1.5x3= 1 2 3 4 5 6 7 8 9 10 • o 22 N / N / /EN � � / ti�� 23 Q • •ANhrfir X -..- 20 19 18 17 16 15 14 13 12 4x6= 1.5x3 I 3x6 FP= 4x6= 1-6-0 I 4-0-0 I 6-6-0 11-9-0 I 14-3-0 I 16-9-0 f 18-3-0 i 1-6-0 2-6-0 2-6-0 5-3.0 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0.1-81,12:0-1-12,Edge1,(4:0-1-8,Edgel,(9:0.1-12,Edgel,110:0-1-8,Edgel,[14:0-1.12,Edpel,[16:0-1-8,Edgel,119:0-1-12,Edgel LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (lac) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.55 I Vert(LL) -0.25 16 >851 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.81Ven(TL) -0.40 15-16 >540 240 BCLL 0.0 I Rep Stress Incr YES WB 0.61 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 1 Code FBC2014/TP12007 Matrix-S 1 _ Weight:95 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, BOT CHORD 2x4 SP No.1(flat)*Except' except end verticals. 11-13:2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 21=984/0-5-8,11=984/0-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-21=-978/0,10.11=-979/0,1-2=-1000/0,2-3=-2471/0,3-4=-3337/0,4-5=-3655/0, 5.6=-3655/0,6-8=-3343/0,8-9=-2469/0,9-10=-1000/0 BOT CHORD 19-20=0/1883,18-19=0/3030,17-18=0/3655,16-17=0/3655,15-16=0/3619,14-15=0/3033, 12.14=0/1883 WEBS 10-12=0/1291,1-20=0/1290,9-12=-1227/0,2-20=-1229/0,9-14=0/816,2-19=0/818, 8-14=-784/0,3-19=-777/0,8-15=0/431,3-18=0/499,6-15=-383/0,4-18=-601/0, 6-16=-246/397 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 0 WARNING-Verify design paremetors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ANI-7473 rev.168312015 BEFORE USE. lit Design valid for use only with MITekdos 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 verity the cpplicablity of design parameters and properly incorporate Ihls design into the overall Nailing design, Bracing Indlcatwi Ls to prevent txickihg or Indlvk7th71 tnlss web and/.-4 chord members only. A•cl,:dtlion:E temporary and permanent bracing MiTek' is always required for skriNBy and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatkri storage.delivery,erection and bracing of trusses and truss systems.seeANSI/IPI I QuaNly CrBarla,DSB-89 and SCSI Butdhy Component 6904 Parke East Blvd. Safety Information available from Truss Rate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply I T100221051 I11623T0A F04 Floor 4 1 I Job Reference(optional)_ 1 BtJding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:27 2016 Page 1 I D:Iv8R56ob3KYLbd9mi_ahGOyMfjs-aorBv2YgZ5?2yYCW Aab7cDtYHk?c00Rrtn2a2RyA18U 0-3-0 1-3.01.9.8 O 11-1 I t 'Scare=1:17.0 3x6 II 3x4 I I 3x4= 1.5x3 II 3x4= 3x4= 1 2 3 4 5 6 r Vi ` _ /L: I5 d4 z___,; i • • 12 11 10 9 3x4— 8 1.5x3 11 3x6= 1.5x3 I 3x4= 3x4= 4-8.0 4-5-0 10.381 1.9-8 I 3.0.8 I 4-3-8 4-,4.9 4Q•4 74.0 f 9-1-0 0.3.8 1-6-0 1.3-0 1-3-0 0'1- 0-N-4 2.10-12 1-6-0 0-0-8 0-3-0 Plate Offsets(X,Y)-- 13:0-1-8,Edgel,16:0-1-8,Edge),[9:0.1-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) -0.05 8-9 >999 360 MT20 244/190 TCDL 10.0 iLumber DOL 1.00 BC 0.47 Vert(TL) -0.07 8-9 >999 240 BCLL 0.0 Rep Stress Incr YES I WB 0.28 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:50 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=467/0-5-8,1=473/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 6-7=-468/0,1-2=-448/0,2-3.445/0,3-4=-804/0,4-5=-804/0,5-6=-419/0 BOT CHORD 10-11=0/804,9-10=0/804,8.9=0/754 WEBS 1-11=0/579,6-8=0/537,3-11=-515/0,5-8=-467/0 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. mit A WARNING-Vivify design paramours and READ NOTES ON THIS AND INCLUDED WEN REFERANCE PAGE Ma.7473 rev.10032015 BEFORE USE Design valid for use only with Mllek®connectors.Ibis design Is based only upon parameters shown.and Is to an Individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall MiTek" !'Wading design. Waring Indicated Is to prevent buckling of Irk-H dde /of t miss war,and -:h.:r,7 mt' rno .rs o rnly. AM-ltk:n:1i temp ram y i r..?rrrnonent brcv.li—g Is always required tor stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the Blvd. fabk:atkss,storage,delivery,erection and bracing of trusses end truss systems,seeANSI/TPI I Quality Criteria.DSB-89 and SCSI Building Component 690469 P.Parke FL Ee Eaasst t BB II Soley Information avclable from TunRate ate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. __-_ Job Truss Truss Type Qty Ply ' 110022106 111623TOA F05 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:28 2016 Page 1 I D:Iv8R 56ob3KY Lbd9mi_ahGOyMtj5-2_PZ7OZS KP7VZhni k16M8QPoP8S_Iv R_6Rn8atyAl8T 0 138 O'148 Scale=1:16.2 3x4 I I 1 3x4= 2 3 4 5 6 7 8 17 J —'-" _N 1 .7 i 16 •---------- ---- 15----------- 14 13 12 11 10 9 3x4= 3x4 3x4= 1-6-12 2-10.124-2-12 5-6-12 6-10-12 8-2-12 8.10.0 1-6-12 i 1-4-0 1-4-0 1-4-0 1.4-0 1.4.0 ' 0-7-4 Plate Offsets(X,Y)-- [15:0.1-8,Edge) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) f/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - rVa 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 i WB 0.04 Horz(TL) 0.00 9 ria n/a BCDL 5.0 Code FBC2014/TPI2007 i_ Matrix-S Weight:44 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(tlat) TOP CHORD Structural wood sheathing directly applied or 8-10-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 8-10-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)16,9,15,14,13,12,11,10 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 al 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. A WARNING-Verify design persnwtoa and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/1-7473 rev.70N3r2O15 BEFORE USE. mit Design valid for use only with MIlekD connectors.this design Is based oNy upon parameters shown.and is for an indly lual building component,riot o hues system.Before use,the building designer must verify the appllcablity of design parameters and properly incorporate this design Into the overall braking design. Bracing Indk:ated Is to prevent buckllrvt of In ilvkiral 1151S.5 wet,or.-1/or chord members only. Ad,lltk,nal temp,:,nry and p erm:ment brce..Ing Malek* Is always moulted for stability arid to prevent collapse with possible personal Injury and properly damage. For general guickrice regarding the fabrication,storage,delivery,erection and bracing of busses and truss systems,saeANSI/1PI t Ouallly Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlable horn Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 'Job 1 Truss Truss Type I Qty Ply T10022107 11623TOA FG01 ROOF SPECIAL GIRDER 1 1 4 Job Reference(optional) Bu$ding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:30 2016 Page 1 ID:Iv8R56ob3KYLbd9mi_ahGOyMfj5-?NWJY4ajsONdp?w4ri9gErVVDxuBDa_HZIGEemyA18R 3-9-13 1 7-4-3 i 10-10-8 I 14-4-13 I 17-11-2 i 21-5-8 , 24-1-0 � 27-9-4 I 30-6-8 33-6-13 ` 36-7-3 I 39-11-0 ' 3-9-13 3-6-5 35-5 3.65 3.6.5 3-6-5 2.7.8 3-8-4 2-9-4 3-0-5 3.0.5 3.3.13 Scale=1:70.5 2x4 ! 3x6= 4x12= 3x5 I I 4x10= 4x6= 3x6= 4x6= 1 281 3 4 32 533 6 34 7 835 9 36 10 37 11 12 13 38 14 15 1 e i ii, .. re] ( 0 _ l' IC;j'10x14=21 20 19 18 17 2x4 II 30 29 28 27 26 25 24 23 5x6= 6x8= 4x6= 2X4 I I 5x6= 5x6= 2x4 I 4x10= 4x10= I 3-9-13 i 7-43 10.10.8 1 14-4-13 17-11-2 ! 21-5-8 21/8-4 24.1.0 I 27-9-4 I 30-6-8 1 33-6-13 36-7-3 1 39-11-0 I 3-9.133-6-S 3-6-53-6.5 8 35 3-6-5 0.2.122.4-12 3-8-4 2-9-4 3-0-5 3-0-5 3313 Plate Offsets(X,Y)-- 11:0-2-0,0-2-01,19:0-3-8,0-2-01 115:0-2-4,0-2-01117:0-2-4,0-2-01 122:0-5-8,Edge1 LOADING (psi) I SPACING- 2-0-0 CSI. I DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.97 I Vert(LL) -0.23 18-19 >951 360 MT20 244/190 • TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(TL) -0.48 18-19 >463 240 BCLL 0.0 ' Rep Stress Ina NO WB 0.99 Horz(TL) 0.06 16 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS 1 Weight:892 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS'Except' TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, 12-15:2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 20-22:2x4 SP No.2,16-20:2x4 SP No.1 6.0-0 oc bracing:24-25,23.24,21.22. WEBS 2x4 SP No.3`Except' 1-29,2-28,3-27,5-27,7-25,15-17,7-22:2x4 SP No.2 REACTIONS. (lb/size) 30=4659/0-5-8,16=3914/0-5-8,22=13128/0-5.8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-30=-4516/761,1-2=-7068/1163,2-3=-10296/1683,3-4=-10186/1669,4-5.-10186/1669, 5.7=-6954/1155,7-8=-2448/15043,8.9=-2944/18056,9-10=-683/4137,10.11=-8050/1303, 11-13=-12596/2051,13-14=-13290/2174,14-15=-9345/1547,15-16=-3764/640 BOT CHORD 28-29=-1163/7068,27-28=-1683/10296,25-27=-1155/6954,24-25=-305/38, 23-24=-3448/562,8-22=-2273/397,21-22=-4137/683,20-21=-1266/7805, 19-20=-2051/12596,18-19=-2174/13290,17-18=-1547/9345,16-17=-83/486 WEBS 1-29=-1275/7761,2-29=-3753/648,2-28=-600/3692,3-28=-1716/305,4-27=-1776/312, 5-27=-588/3697,5-25=4961/673,7-25=-1354/8303,7-24=-896/180,22-24=-551/3265, 9.22=-14791/2403,9.21=-513/3314,10-21=-12409/2025,10-20=-265/1767, 11-20=-4891/805,11-19=-32/301,13-19=-734/130,13-18=-1342/240,14-18=-673/4172, 14-17=-3013/525,15-17.1542/9324,7-22=-15473/2531 NOTES- 1)4-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,2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. Attach TC w/1/2"diem.bolts(ASTM A-307)in the center of the member w/washers at 4-0-0 oc. 2)All loads are considered equally applied to all plies,except it 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.Opsh BCDL=3.Opsf;h=251t;B=45tt;L=40ft;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0.1-12 to 4-1-10,Interior(1)4-1-10 to 39-9-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5)All plates are 4x5 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'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)Load case(s)1,2,3,8,9,10,11,12,13,14,15,16,17,18,19,20 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. Continued on Dane 2 A WARNWG-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10M3/2015 BEFORE USE fill Design valid for use only with Mllek't connectors.lints design is based only upon parameters shown,and Is for an kvdivtdual balding component,not a truss system.Before use,the building designer must verify the applk:ability of design parameters and properly klcorporate this design Into the overall Ix Aiding design. Broca-to indicated is to prevent btr:kllrrg or lh'1fvidt x48 tnres wet,and/c+chord members only. Adaltkx111 ternr-:rary..-rd poimanent 1.+•:1:111 MiTek' Is always required for stability and to prevent collapse with posble personal him and property damage. for general guidance regarding the falxIcatktn,storage,delivery,erection and bracing of trusses and truss systems,see:ANSI/1Pl1 Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Inromalion available from truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty 1 Ply -_ T10022107 11623TOA FG01 ROOF SPECIAL GIRDER 1 4 Job Reference(optional) BuCing Component Supply Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:30 2016 Page 2 ID:Iv8R56ob3KYLbd9mi_ahGOyMfj5-?N WJY4ajsONdp?w4ri9gErVvDxu8Da_HZIGEemyA18R LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-33=-513,33-35=-593,15-35=-529,23-30=-10,16-22=-10 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-33=-437,33-35=-502,15-35=-450,23-30=-10,16-22=-10 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-33=-264,33-35=-300,15-35=-271,23-30=-30,16-22=-30 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-32=-43,32-33=-46,33-35=-36,35-36=-44,15-36=-52,23-30=-6,16-22=-6 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-33=-54,33-34=-43,34-35=-36,35-37=-44,15-37=-41,23-30=-6,16-22=-6 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-33=-223,33-35=-249,15-35=-228,23-30=-10,16-22=-10 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-33=-223,33-35=-249,15-35=-228,23-30=-10,16-22=-10 , 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-33=-48,33-35=-39,15-35=-46,23-30=-6,16-22=-6 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-33=-88,33-35=-87,15-35=-88,23-30=-6,16-22=-6 14)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-33=-223,33-35=-249,15-35=-228,23.30=-10,16-22=-10 15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-33=-223,33-35=-249,15-35=-228,23-30=-10,16-22=-10 16)Dead:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(plf) Vert:1-33=-208,33-35=-229,15-35=-212,23-30=-10,16-22=-10 17)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-33=-448,33-35=-517,15-35.462,23-30=10,16-22=-10 18)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-33=-448,33-35=-517,15-35=-462,23-30=-10,16-22=-10 19)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-33=-448,33-35=-517,15-35=-462,23-30=-10,16-22=-10 20)Dead+0.75 Root Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-33=-448,33-35=-517,15-35=-462,23-30=-10,16-22=-10 A WARNING-Verify design parame ws and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0•7473 rw.10/03/2015 BEFORE USE 1• Design valid for use only with tvtlleklS connectors.Ids design Is based only upon parameters shown.and Is for an kxilvidual building component,not a truss system.Before use.the building designer must verity the cppllcablity of design parameters and properly incorporate this design into the overall braiding deUgn. &a ng indinated s to prevent buckling or Individual tars wet,ars i/,4,.h:.i•.-3 merabors uvy. A•:s•:it1•:.•nl ten,por xy and permanent bracing MITQk• Is always requited lot stability and to prevent collapse with possible personal Injury and properly damage. For{.uenor<rl guidance regarding the iab.icatbn,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/IPI l Quality Criteria.DMI-89 and SCSI Building Component 6904 Parke East Btvd. Safety Information av lable from Inas Plate Institute,218 N.Lee Street.Suite 312,Nexcxsdda,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T10022108 11623TOA • FG02 Roof Special Girder 1 2 Job Reference(optional) Bulling Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:31 2016 Page 1 ID:Iv8R56ob3KYLbd9mi_ahGOyMfj5-TZ4ilQbLdKV UR9VHPOg3m315pLGZy2v0o00oBCyA180 2-8-7 5 3 2 7-9-14 10-4-9i 13-1-0 2-8-7 2.6.11 2-6-11 2-6.11 2-8-7 Scale=1:23.0 Special Special Special Special 2x4 II 2x4 II 4x5= 7x10= 4x5= 4x6=Special 1 2 15 3 Special 4 Special 5 Special 6 3x6= -, o 0 0, o i 1 I i 4 14 mol N of - l e Y • jl 11 10 94x5= 85x6= 7 12 4x6= 4x5= 3x4 i 1 2x4 11 2-8-7 5.3.2i 7-9-14 10-4-9 I 13-1-0 2-8-7 2-6-11 2-6-11 2-6.11 2-8-7 Plate Offsets(X,Y)-- 16:0-3-8,Edgel,111:0-2-4,0-2-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.92 Vert(LL) -0.07 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vert(TL) -0.15 9-10 >999 240 BCLL 0.0 ' Rep Stress Ind' NO i WB 0.95 Horz(TL) 0.03 14 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-MS Weight:144 lb FT=20% ' LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3'Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-11,2-10,5-9:2x4 SP No.2 1 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 12=3475/0-5-8,14=3299/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-3419/0,1-2=-3597/0,2-3=-5312/0,3-4=-5312/0,4-5=-5312/0,5-6=-3569/0 BOT CHORD 10-11=0/3597,9-10=0/5312,8-9=0/3569,7-8=0/635 WEBS 1-11=0/4486,2-11=-2818/0,2-10=0/2194,3-10=-1341/0,4-9=-1362/0,5-9=0/2230, 5-8=-2770/0,6-8=0/3982 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.Opsf;BCDL=3.0psf;h=251h B=45ft;L=24ft;eave=4th Cat. II;Exp B;End.,GCp1=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-7-4 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s)14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 9)Special hanger(s)or other connection device(s)shall be provided starting at 0-1-12 from the left end to 13-0-8 sufficient to connect truss(es)to front face of top chord. The design/selection of such special connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pIf) Vert:1-6=-534,7-12=-10 Continued on nave,2 1 A WARNING-Verty design parameters and READ NOTES ON THIS AND INCLUDED MIT EK REFERANCE PAGE MIF7473 rev.10032016 BEFORE USE III Design valid for use only vAth MITekr)connectors.This design Is bored only upon p xanelets shown,and Is lot an kdlvidu d building component.not a truss system.Before use,the building designer must verity the appllcatAity of design parameters and properly incorporate this design Into the overall MiTek' building Bracing ng design. Brang Indicated is to prevent buckih-ig of IndNkdual tnxs web and/or chord members only. Addirion:a teml:=,r:xy d permanbracing bring Is always requked for stability and to prevent colla se with possible personal Injury and properly damage. For general guidance regarding the Parke East Blvd. fabrication.storage,delivery,erection and txaci ng of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component Tampa.6901 4 Parke Es10 Safely information fromavailable bus s Plate Institute.218 N.Lee Sheet,Slate 312.Alexandria.VA 22314. 'Job Truss Truss Type Qty Ply �f 710022108 11623TOA FG02 Roof Special Girder 1 2 Job Reference(optional) Bui(tling Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:31 2016 Page 2 ID:Iv8R56ob3KYLbd9mi_ahGOyMfj6-TZ4i1ObLdKV UR9VHPQg3m315pLGZy2v0o00oBCyA18Q LOAD CASE(S) Standard 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1.6=-457,7-12=-10 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-6=-285,7-12=-30 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-15=-7,6-15=-18,7-12=-6 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-6=-48,7-12=-6 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-6=-276,7-12=-10 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-6=-276,7-12=-10 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-6.35,7-12=-6 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-6=-35,7-12=-6 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-6=-244.7-12=10 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(p11) Vert:1-6=-244,7-12=-10 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-6=-69,7-12=-6 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-6=-109,7-12=-6 14)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase-1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-6=-244,7-12=-10 15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(p11) Vert:1-6=-244,7.12=-10 16)Dead:Lumber Increase=0.90,Plate Increase=0.90 PIE.metal=0.90 Uniform Loads(pit) Vert:1-6=-228,7-12=-10 17)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(p11) Vert:1-6=-469,7-12=-10 18)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-6=-469,7-12=-10 19)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-6=-469,7-12=-10 20)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-6=-469,7-12=-10 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED Mn1<K REFERANCE PAGE M5-7473 rev.10/03/2015 BEFORE USE. IVIII Design vdki for use oily with Web&connectors.This design Es based only upon parameters shown.and Is for an incilvkird building component,not a truss system.Before use,the building designer must verity the applicd.Nity of design parameters and properly Incorporate this design into the overdl b Ai,-pw design. Bracing irsdcotad is to prevent trickling or Ind alt Bal MISS web an-!/r,r chord members only. Additional temporary and permanent txa:'hk7 M ilek• Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the ParkeEast Bbd. rm fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeAN51/TPtl Quality Criteria,DSB-86gpq 9 and SCSI Building Component 904 P.F Ea33st Safety Infoaton avdbl lae from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Job I Truss Truss Type i Qty Ply T10022109 11623TOA IFT01 FLOOR 11 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:32 2016 Page 1 I D:Iv8R56ob3 KYLbd9m i_ahGOyMfj 5-xle4ylczOeeK2J4Tz7BIJGaHZ I e UhZea021 LjtyAlB P i 4-9-6 6-3-14 9-4-15 12-6-0 15-7-1 116-10-14 21-11-0 4-9-6 I 1-6-9 i 3-1-1 I 3-1-1 3-1-1 1-3-12 r 5-0-2 Scale=1:38.0 4x5= 4x6= 4x5= 2x4 I 2x4 II 3x6= 6x12= 1 2 3 4 5 6 7 R7 im A Y Y ori poidai MipppP•0010.'- = 16 O Z45 io pm PI ¢I t•. It� Y Y tii. B 14 13 12 11 10 9 2x4 II 4x6=3x6= 4x5= 4x5= 4x6= 3x4 11 4-9-6 6-3-14 , 9-4-15 + 12.6-0 15-7-1 116-10.141 21-11-0 4-9-6 1-6-9 3-1-1 3-1-1 3-1-1 1-3.12 5-0-2 Plate Offsets(X,Y)-- 17:0-3-4,0-3.01,19:0-2-12,0-2-0L 113:0-2-8,0-2-01 LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 I TC 0.85 Vert(LL) -0.24 11-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(TL) -0.37 11-13 >701 240 BCLL 0.0 Rep Stress lncr YES WB 0.66 Horz(TL) 0.03 16 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Weight:110 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-7 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 8-12:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3"Except' 2-11,6-10,7-9,1-13:2x4 SP No.2 OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 14=1185/0-5-8,16=1143/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-1153/0,1-2=-2202/0,2-3=-3095/0,3-4=-3095/0,4-6=-3095/0,6-7=-2230/0 BOT CHORD 11-13=0/2202,10-11=0/3095,9-10=0/2230,8-9=0/285 WEBS 2-11=0/1148,3-11=-363/0,4-10=-356/0,6-10=0/1137,6-9=-880/0,7.9=0/2145, 2-13=-904/0,1-13=0/2346 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)The Fabrication Tolerance at joint 5=20%,joint 12=20% 3)Bearing at joint(s)16 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 0 WARNWG•Verily design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M/I-7473 raw.10M3/2015 BEFORE USE. MN Design valid for use only wilt Mitek connectors.This design Is based only upon parameters shown,and is for cn rvNvidual building component,not a truss system.Before use.the bulking designer must verify the applicabilty of design parameters and properly kicorporale this design Into the overall balding design. gracing Irk-Skated Ls to prevent buckling or IndKMdrxnt tnrct wet,and/or dud members only. A..rit4.:n•.ai fempm ry and permanent bracing MiTele is always required for stability and to prevent collapse with possble personal Injuy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and SCSI Sulking Component 6904 Parke East Blvd. Safety Informanon avalable from Truss Plate Insltute.218 N.Lee Street.Suite 312.Nexanrkkz VA 22314. Tarrpa,FL 33610 Job I Truss Truss Type 1Qty Ply T10022110 I 11623TOA • FT02 FLOOR 4 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:32 2016 Page 1 I D:Iv8R56ob3KYLbd9mi_ahGOyMfj5-xle4ylczOeeK2J4Tz7BIJGaJNIi BhbLa021LjfyAIBP 2.8.14I 5.3.15 I 7-11-1 + 10-6-2 13-3-0 I 2-8-14 2-7-2 2-7-2 2-7-2 2.8-14 Scale=1:22.6 2x4 I I 2x4 I I 5x12= 556= 1 2 4 456= 1 • 1•• N 0 1 7 64x5= 5 2x4 II 455= 2x4 I I 2-8-14 5-3-15 7-11-1 l 10.6-2 13-3-0 2-8-14 2-7-2 2-7-2 2-7-2 2-8-14 Plate Offsets(X,Y)-- F4:0-3-8,0-3.01 l LOADING (psi) I SPACING- 2-0-0 CSI. ( DEFL. in (loc) I/dell Lid I PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) -0.09 7-8 >999 360 I MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.51 Vert(TL) -0.12 7-8 >999 240 • BCLL 0.0 Rep Stress'nor YES WB 0.55 Horz(TL) 0.01 10 n/a n/a BCDL 5.0 Code FBC2014/TP12007 i Matrix-MS Weight:66 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 8=712/0-5-8,10=663/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1.8=-676/0,1-2=-1151/0,2-3=-1151/0,3-4=-1151/0 BOT CHORD 6-7=0/1151 WEBS 1-7=0/1161,2-7=-405/0,3-6=-365/0,4-6=0/1012 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Bearing at joint(s)10 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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. r A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 raw.10/03/2015 BEFORE USE. mi. Design valid for use only with Mllekb connectors.This design Is based only upon parameters shown,and is for(Ti Individual holding component,not a truss system.Before use.the twlding designer must verify the applIcabllty of design parameters and properly Incorporate this design Into the overall raxdin design. (ironing indk.,tad Lt to prevent buckling or bird-'k itol tntss web d/or chord members only. Additional t anporary and pemxaverst bracing MiTek" Is always requked for stability and to prevent collapse with possible personal Injury and property dcxnage. For general guidance regarding the fabrication,n,storage,delNery,erection and tracing of trusses and taus systems,seeANSI/TPI I Quality Crtt•da,DSB-89 and BCSI Buldng Component 6904 Parke East Bbd. Safety Information°voluble from Truss Plate Institute,218 N.Lee Street.Suite 312 Alexandria.VA 22314. Tampa,FL 33610 I Job 1 Truss Truss Type I Qty Ply T10022111 11623TOA • I FT03 FLOOR 2 1 I Job Reference(optional) 1 Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:33 2016 Page 1 ID:Iv8R56ob3KYLbd9mi_ahGOyMfj5-PyCSA5db9xmBgTtf W riXrU7UU92eQ2mjFiVvF 5yA18O 2-8-7 5-3-2 i 7-9-14 10-4-9 13.1.0 I i 2-8-7 2-6-11 2-6-11 2-6-11 2-8-7 Scale=1:22.5 2x4 I! 2x4 I 5x12= 5x6= 1 2 3 43x6= • o O O N �' d 6 4x5= • 5 2x4 II 4x5= 2x4 I I 2-8-7 5-3-2I 7-9-14 10-4-9 13-1-0 ' 2-8-7 2-6-11 2-6-11 2-6-11 2-8-7 Plate Offsets(X,Y)-- [4:0-5-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Udell Ud PLATES GRIP TCLL 40.0 ' Plate Grip DOL 1.00 TC 0.72 Vert(LL) -0.08 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.49 Vert(TL) -0.12 7-8 >999 240 BCLL 0.0 I Rep Stress!nor YES WB 0.54 Horz(TL) 0.01 10 n/a n/a BCDL 5.0 I. Code FBC2014/TPI2007 Matrix-MS _ Weight:65 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=703/0-5-8,10=667/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-668/0,1.2=-1125/0,2-3=-1125/0,3-4=-1125/0 BOT CHORD 6-7=0/1125 WEBS 1-7=0/1137,2-7=-399/0,3-6=-369/0,4-6=0/1029 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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. Q WARNING-VSAly design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE M*7473 rev.10032015 BEFORE USE MI Design valid for use oNy with MilekSS connectors.This design k based oNy upon parameters shown,and is for an Individual building component not a truss system.Before use,the hulking designer must verify the applicability of design parameters and properly Incorporate this design Into the overall t b Aiding design. Firck-Ing Indicated k to prevent buckling or Indlvkh i,1 tn,ss web and/or chord members only. Additional temporary and permanent tracing MiTek' Is always required for stablitty and to prevent collapse with posstsle personal Injury and properly damage. For generd guidance regarding the fctdcatton,storage,detNery,erection and bracing of trusses cod truss systems,seeANSl/tPl l Quality Criteria,DS939 and BCSI Building Component 6904 Parke East Blvd. Safely lnformafon avdlable from Truss Plate Institute.218 N.Lee Street.Suite 312.Adexandrla VA 22314. Tampa.FL 33610 :Job Truss Truss Type Qty Ply T10022112 11623TOA • FT04 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:33 2016 Page 1 ID:Iv8R56ob3KYLbd9mi_ahGOyMfj5-PyCSA5db9xmBgTff W riXrU7bO99uOADjFiVvF5yA180 I 3-1.8 I 3-1-8 1 3x4= 2 2x4 11 Scale=1:9.4 i 1 I •I • • 4= 3 2x4 II f 3-1-8 3-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d I PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.27 Vert(LL) 0.00 4 "" 360 I MT20 244/190 • TCDL 10.0 Lumber DOL 1.00 BC 0.03 Vert(TL) -0.00 3-4 >999 240 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 I Code FBC2014/TP12007 Matrix-MS Weight:15 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 10P CHORD Structural wood sheathing directly applied or 3-1-8 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=156/0-3-8,3=156/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 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. • 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Ma-7473 rev-10/03/2015 BEFORE USE NMI^ Design valid for use only with Mllekn connectors.This design is based only upon parameters shown,and is for an individual bulding component not a truss system.Before use.the lending designer must verify the applicability of design parameters and properly incorporate this design into the overall bt acing design. fircy.ing lncik:acct Ls to prevent buckling i,f IrrdMdfual Into web or-1/or curry members only. Ad,itk,rnot temp: any(Ind permanent t-,rootr,7 MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fdxk:ation,storage,delivery,erection and bracing of trusses and taus systems.seeANSI/TPI1 Quality Cdtorla,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Teas Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply T10022113 I 1162370A w TO1 GABLE 1 1 Job Reference(optional) Budding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:35 2016 Page 1 ID:Iv8R56ob3KYLbd9mi_ahGOyMfj5-LKKCbnerhZOvvmp2eGk?xvCyFygduzdOjO_?KzyA18M 5.0-8 9-9-8 14-6.8l 19-7-0 5-0-8 4.9-0 4-9-0 5-0-8 Scale=1:42.9 5x6 3 i e t 13.001 1251 52 qtr i� r 4x5 2 w :,1,.. 4 53 41111 i/ ,1„,. 1 I 1 1L 5 a �k.�' KZ r r r r r_ jai C Ir r CI7 Cl 8 9 6 _ 7x10= 4x10= 3x6 7x10= 0-7-12 9-9-8 I 18.11-49-7-0 0.7-12 9-1-12 9-1-12 0-7.12 Plate Offsets(X,Y)-- [1:0-3-6.0-3-0],[5:0-5-0.0-4-14] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.15 6-8 >999 240 MT20 244/190 • TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.23 6-8 >939 180 BCLL 0.0 • Rep Stress Ind YES WB 0.45 Horz(TL) 0.02 6 rVa n/a BCDL 10.0 I Code FBC2014/TPI2007 I Matrix-MS _ Weight:173 lb FT=20% LUMBER- 111 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. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-1-11,Right 2x6 SP No.2 1-1-11 REACTIONS. (lb/size) 9=783/0-3-8,6=783/0-3.8 Max Horz 9=-130(LC 10) Max Uplift 9=-282(LC 12),6=-266(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-329/377,2-3=-674/554,3-4=-674/554,4-5=-329/377 BOT CHORD 8-9=-387/620,6-8=-387/620 WEBS 3-8=-491/426,2-9=-607/204,4-6=-607/204 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=4511 L=24ft;eave=4lt;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-010 3.0-0,Interior(1)3-0-010 9-9-8,Exterior(2)9-9-8 to 12-9-8 zone;cantilever left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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 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 282 lb uplift at joint 9 and 266 lb uplift at joint 6. mi A WARNING-Verify*sign Paramolar and READ NOTES ON THIS AND NCLUDED MITEK REFERANCE PAGE MII-7073 rev.10/0312015 BEFORE USE -- Design wild for use only with MllelriT connectors.This design is based only upon parameters shown,and Is for an tniivkxial building component,not a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly incorporate this design Into the overdi braiding design. Bracing Indicated is to prevent buckling of lndivkllxal tnxs wei)and/:r chard members only. Addltkrnai temp arry and permanent tracing MiTek Is always required for stability and to prevent collapse with p ossibie personal Injury and property damage.For general guidance regarding the Parke East Blvd.labricatk,n,storage,delivery,erection and bracing of lenses and truss systems.see.ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Bolding Component Tampa,6900 4 F 33610 Safety Informalon available from Truss Hale InslMe.218 N.lee Sheet,Suite 312,Alexasnlda.VA 22314. Job 'Truss Truss Type TOty Ply T10022114 I1623TOA T02 Common 2 1 I _ IJob Reference(optional) Buffding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:36 2016 Page 1 ID:Iv8R56ob3KYLbd9mi ahGOyMfj5-pXubo7fTS68mXwOECzGET613mM?wdPv9xgjZsayA18L 5-0-8i 9-9-8 f 14-6-8 19-7-0 5-0-8 4-9-0 4-9-0 5-0-8 5x6= Scale=1:48.5 3 8.00'12 14 13 :-4x5 4x5 4 2 I Aid jihile, 1 15 12 2x4 l i 2x4 II 5 1 T [r, l'ct 41 1110 9 8 _ ,7 6 3x4 II 4x10= 3x6 3x4 II 2x4-' 2x4'- 0.7.12 9.9.81 18-11-4 1,9.7-p 0-7-12 9-1-12 9-1-12 7-1 Plate Offsets(X,Y)-- 16:0-2-0,0-0-01,[11:0-2-0,0-0-81 _ — LOADING (pst) SPACING- 2-0-0 CSI. DEFL. In (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.18 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.28 7-9 >794 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.52 Horz(TL) 0.02 7 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:113 Ib FT=20% 1 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-7-14 oc bracing. REACTIONS. (lb/size) 10=772/0-3-8,7=77210-3-8 Max Horz 10=-160(LC 10) Max Uplift 10=-278(LC 12),7=-268(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-238/276,2-3=-666/556,3-4=-666/556,4-5=-238/276 BOT CHORD 9-10=-392/593,7-9=-387/593 WEBS 3-9=-495/420,2.10-689/297,4-7=-689/297 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=4511;L=24ft;eave=oft;Cat. Il;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-9-8,Exterior(2)9-9-8 to 12-9-8 zone;cantilever left and tight exposed;end vertical left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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.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 278 lb uplift at joint 10 and 268 Ib uplift at joint 7. Q WARNING-Vafy d sign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rw!101032015 BEFORE USE mill- Design valkl for use only with Mlle:connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verily the applicability of design parameters end property incorporate this design Into the overall briding design. Feadrrg tridlcate 7 is to prevent btk-.kling of IniNdrx7 trss we ani/or chord members only. Aialr,n l ternrerry anti r.-:nr anent tracing MiTek Is always required for stability end to prevent collapse with possible personal Inlay and properly damage. For general guidance regarding the fatxicatton,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Cdterla,DSB419 and BCSI BuildIng Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Srlle 312.Alexandria VA 22314. Tampa.FL 33610 ,Job Truss Truss Type Qty Ply T10022115 i i 1623TOA • T03 Common 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:36 2016 Page 1 ID:Iv8R56ob3KYLbd9mi_ahGOyMfj5-pXubo7fTSs8mXWOECzGET613VM0Sd0R9xgjZsQyAl8L 5-0-8 9-9-8 l 14-6-8 19.7.0 5-0-8 l 4,9.0 4-9-0 5.0.8 Scale=1:48.5 5x6= 3 8.0012 14 13 4x5* 4x5': 4 2 • 12 2x4 I I 2x4 I I 5 1 . 1 'c'?; 15 ill. • cr 11 10 9 8 7 6 3x4 II 4x10= 3x6 2x4 O 2x4 I I 2x4* 8($-8 19-7.0 7•3 9-9-142 B i t&SJ2 02-42 .1.12 1.1-8 Plate Offsets(X,Y)-- (11:0-2-0.0-0-8] -- 1 LOADING(psi) SPACING- 2-0-0 CSI. 1 DEFL- in (Ioc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.19 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.29 9-10 >729 180 BCLL 0.0 * Rep Stress lncr YES WB 0.48 Horz(TL) 0.02 7 Na Na BCDL 10.0 Code FBC2014/TPI2007 1 Matrix-MS _ _ Weight:112 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-10-3 oc bracing. REACTIONS. (lb/size) 7=797/0-5-8,10=746/0-3.8 Max Horz 10=-160(LC 10) Max Uplift 7=-265(LC 12),10=-269(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-245/282,2-3=-627/526,3-4=-628/525 BOT CHORD 9-10=-371/566,7-9=-330/513 WEBS 3-9=-462/385,4-7=-748/381,2-10=-648/262 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=5.0psi;BCDL=5.0psf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-9-8,Exterior(2)9-9-8 to 12-9-8 zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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 265 lb uplift at joint 7 and 269 lb uplift at Joint 10. V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERANCE PAGE M11-7473 rev.104332015 BEFORE USE. Nth Design valid for use only with Weld"st)connectors.this design is bused only upon parameters shown,and is for an Individual balding component,not a truss system.Before use,the building designer must verify the ctppilcatAtry of design parameters and properly kx:ogrxate this design Into the overall building i esign. (lacing tmik:7ted is to prevent buckling g ci Ir..71vk tk-ii 1111S.5 web<7rx7/o chord members only. Adaltis ru ui sere orray and p+?rmanent br ring MuTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general gukkrtce regarding the fabrication.storage,delivery,erection and bracing of Busses and truss systems,see-ANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdtable from Truss Plate institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Type Oty Ply T10022116 11623TOA • 1Truss T04 Common 1 1 I IJob Reference(optional) Buiftling Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:37 2016 Page 1 ID:Iv8R56ob3KYLbd9mi_ahGOyMfj5-HjSzOTg6DAGd94zRIhnTOKHHOmRbMsFJAKT6OsyA18K 4-11-12 9-8-0 14.4.41 18-4-0 4-11-12 4-8-4 4-8.4 3-11-12 Scale=1:48.5 6x6 3 /1\it 8.00'12 13 12 4x5* 4x5 4 2 14 , \ • 11 2x4 II 5 2x4 II iy % r t7: �= 2 9 15 16 8 . fi 10 7 4x5_ 4x5-= 3x6= 4x5= 4x5= 6-10-2 12-5-14 18-4-0 I I 6-10-2 ; 5-7-12 I 5-10-2 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.06 6-7 >999 240 I MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.13 9-10 >999 180 BCLL 0.0 ' Rep Stress Incl YES WB 0.57 Hotz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I Weight:117 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 I OP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=749/0-7-4,10=485/0-4-0,6=209/0-5-8 1 Max Horz 10=-120(LC 10) Max Uplift 7=-165(LC 12),10=-44(LC 12),6=-64(LC 12) Max Gray 7=749(LC 1),10=485(LC 1),6=218(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-407/147 BOT CHORD 9-10=-40/418 WEBS 2-9=-250/160,3-9=-58/412,3-7=-476/37,4-7=-259/162,2-10=-359/15 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=25th B=45ft;L=2411;eave=4f1;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-8-0,Exterior(2)9-8-0 to 12-8-0 zone;porch right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psi 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,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 165 lb uplift at joint 7,44 lb uplift at joint 10 and 64 lb uplift at joint 6. 0 WARNING-Verify design pasamebrs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.I(&W/2016 BEFORE USE mi Design valid for use only with Mllek&connectors.This design k based only upon parameters shown,and is for an irvilvIdual bolding component.not a truss system.Before use,the bulking designer must verily the applicability of design parameters and properly incorporate this design Into the overall brining design. firming Indicated Is to prevent Irrr:kling or InorMdrnl MISS wer,and/or cru rd members only. Adalional temp r ay any rerrnonent bracln0 MITA' Is always required for stability and to prevent collapse wits possible personal injury and property darnaEte. For general guidance regarding the Parket Blvd. fabrication.storage,delivery,erection and bracing of tr sses and truss systems.seeANSUIPI1 Quality Criteria,DSB-89 and BCS1 Guiding Compone6gpq East nt33610 Safety Information available from Truss Plate institute.218 N.Lee Street.Suite 312,Nexaxsdrkt VA 22314. Tampa.P.FL Job Truss Truss Type Qty Ply 110022117 11623TOA • IT05 Roof Special 1 1 j j Job Reference(optional) Buifling Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:38 2016 Page 1 ID:Iv81456ob3KYLbd9mi_a11G0yMfj5•mv?LDphk_UOUmEYdJOIiYXgN1Ahy5LwSP_C9W IyAI8J 1-9-0 4-11-12 9-8-0 14-4-4 18-4-0 I I 1-9-0 ' 3-2-12 I 4-8-4 4-8-4 3-11-12 5x6= Scale=1:45.5 5 8.00 1 3 14 1 4x5* 4x5 6 415 I .1 2x4 I 14x5= 2x4 II 1 2x4 i 1..111V w r �vccr� _.4 :•.i:i1_O•:•••�•:•:••:•�•:•:•••:•�••i•:iii =' 11 109 •• 8 12 4x5= 4x10= 3x6= 4x5= 9-8-0 12.5.12l 18-4-0 l I9.8-0 2-9-12 5-10-4 Plate Offsets(X,Y)-- (2:0-0-10,0-3-4) LOADING(psf) l SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.21 11-12 >708 240 MT20 244/190 TOOL 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.53 11-12 >278 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.42 Horz(TL) 0.02 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS _ I Weight:113 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=702/0-4-0,8=681/6-1-12,9=60/0-3-8 , Max Horz 12=109(LC 11) i Max Uplift 12=-87(LC 12),8=-90(LC 12) Max Gray 12=702(LC 1),8=681(LC 1),9=96(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.•All forces 250(Ib)or less except when shown. TOP CHORD 3-12=-267/75,2-3=-334/55,4-5=-614/173,5.6=-613/177 BOT CHORD 11-12=-100/580,9-11.86/489,8-9=-86/489 WEBS 5-11=-76/368,4-12=-517/149,6-8=-688/132 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 B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 1-9-8,Interior(1)1-9-8 to 9-8-0,Exterior(2)9-8-0 to 12-8-0 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.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 87 lb uplift at joint 12 and 90 lb uplift at joint 8. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 0 WARNING•Varlly dsafpn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 6111-7073 rev.10N3/2OI5 BEFORE USE. mit Design valid for use only with Mild'.connectors.This design Is based only upon parameters shown,and Is for an indivkkrd 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 overdl txill•-ng design. fs:x.irg Indk:crted Is ti,prevent buckling or ir.'tM,-ftxot tons wet-,and/or::rr.:r:'1 members only. Additional temporary and permanent tracing MiTek* is always required tor stability and to prevent collapse with possible personal injury and properly damage. Fa general guidance regarding the a East Blvd. k bric:0 for storage,delNery,erection and bracing of trusses and truss systems,seeANSI/IPIl Quality Criteria,DSB-89 and SCSI Building Component 6 69049 P.Parke East 0 Safety Information vdtdele from Truss Plate institute.218 N.Lee Street.Suite 312,ANexarxAla.V A 22314. a Job Truss Truss Type Qty I Ply T10022118 11623TOA • 106 ,Roof Special 1 1 Job Reference(optional) 1 Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:39 2016 Page 1 ID:Iv8R56ob3KYLbd9mi_ahG0011jS-E6Zj09hMknWLOO6pt5px51NZAZ?cgpicdeyDTIyA181 3-3-0 9-8-0 16-1-0 18-4-0 i 3-3-0 6-5-0 6-5-0 2-3-0 5x6= Scale=1:45.3 3 8.00 12 CI NNI 10 11 2x4 I I 6x6 fix8_— 2x4 II 1 5 ■ I t■Iltttttttt�ttttt 7 c: F „ 6 t •- 8 _ 6 9 _ 4x10= 3xfi 4)(5= 4x5= 9-8-018.4-0 9-8-0 8-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.19 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.48 8-9 >454 180 BCLL 0.0 ' Rep Stress Inch YES WB 0.32 Horz(TL) 0.02 6 n/a rUa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:110 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-14 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=722/0-4-0,6=722/0-5.8 Max Horz 9=85(LC 11) Max Uplift 9=-80(LC 12),6=-80(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-680/137,3-4=-681/136 BOT CHORD 8-9=-135/588,6-8=-98/439 WEBS 2-9.803/204,3-8=0/374,4-6=-765/190 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=5.0pst;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-3-0,Interior(1)3-3-0 to 9-8-0,Exterior(2)9-8-0 to 12-8-0,Interior(1)16-1-0 to 18-2-4 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 80 lb uplift at joint 9 and 80 lb uplift at joint 6. A WARNING-Vaily design paramators end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 ray.10.03/1015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown.and is for an individual bolding component,not • a truss system.Itefae use.the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall bolding design. f9'acing indicated Ls to prevent t-mckrrns}or ixlividr x-i Miss web and/or chord mount ors only. Additk,nai temporary and r norm r oni brach.,i MiTek' Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general gidance regarding the 6904 Parke East BMd. fabrication,storage.delivery,erection and tracing of trusses and truss systems,seeANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component Tampa.FL 33610 LSafety Information avaNable tram truss Plate Institute.218 N.Lee Street Shite 312.Alexandria.VA 22314. Job Truss Truss Type Oty Ply 110022119 iI 11623TOA • 107 Roof Special 1 1 j Job Reference(optional) Bi ding Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:40 2016 Page 1 ID:Iv8R56ob3KYLbd9mi_ahGOyMg5-i175eUi_VSeCOXh?RpKAeyvlCzLhZD7lslhm?ByA18H 4-9-0 9-8-0 14.7-01 18-4-0 i 4-9-0 4-11-0 i 4.11.0 3-9-0 5x6 Scale=1:45.3 8.00 NT a 12 1111111111IN :,,,, 2x4 I I �t64 6x6= 2x4 II 1 5 :4111 C 10 CX /1.1 3 to v mow= 9 31 8 7 4x10= 3x6 4x5= 4x5= 9.8-01 18-4-0 � 9-8-0 8-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.19 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.49 8-9 >446 180 I BCLL 0.0 ' Rep Stress Inv YES WB 0.57 Horz(TL) 0.02 6 n/a ri/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:115 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=722/0-4-0,6=722/0-5-8 Max Horz 9=-65(LC 10) Max Uplift 9=-80(LC 12),6=-80(LC 12) FORCES. (Ib)-Max.Comp-/Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-648/130,3-4=-647/130 BOT CHORD 8-9=-128/587,6.8=-104/497 WEBS 2-9=-757/172,3-8=-7/402,4-6=-735/163 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=2511;B=45fh L=2411;eave=411;Cat. II;Exp B;Encl.,GCp1=0.18;MWFRS(directional)and C-C Exterior(2)0-1.12 to 3-1-12,Interior(1)3-1-12 to 9-8-0,Exterior(2)9-8-0 to 12-8-0,Interior(1)14-7-010 18-2-4 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 80 lb uplift at joint 9 and 80 lb uplift at joint 6. 0 WARNING-Vivify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10103/2015 BEFORE USE. la Design valid for use only with Milek 0 connectors.This design Is based only upon parameters shown,and Is for on Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly krcorprate this design Into the overall braiding 7eslgn. Brazing indknt l Is to prevent buckling of Individual al tuns web.ax7/x chord meml-AWS only. A,i:Haornl temp racy and 1�?rm�x ont bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lP11 Quality Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Salefy Informallon available from Truss Plate Institute.21814.Lee Street.Suite 312.Alexandria VA 22314. Tarrpa-FL 33610 Job Truss [Truss Type Qty Ply 710022120 11623TOA • T08 Roof Special 1 1 Ii Job Reference(optional) Buffding Component Supply, Jacksonville,Ft 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:41 2016 Page 1 ID:Iv8R56ob3KYLbd9mi_ahGOyMf 5-AUhUrgjcGPm3dhGC_WrPAASw6NhglbWv5yRKXdyA18G 6.3.0I 9-8-0 I 13-1-0 , 18-4-0 6-3-0 3-5-0 3-5-0 5-3-0 5x6= Scale=1:45.3 8.00,FT GG3 13 I� 2x4 !I 6x6— 4 6x6= 2x4 I I / 12 5 1 AA 14 1 :: 15 16 S— 7 9 _ 4x10= 3x6 4x5= 4x5= 9-8-0 18-4-0 I 9-8-0 8-8-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.20 8-9 >999 240 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.86 Vert(TL) -0.49 8-9 >439 180 BCLL 0.0 Rep Stress Incr YES WB 0:88 Hotz(TL) 0.02 6 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:121 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 101'CHORD Structural wood sheathing directly applied or 6-0-0 o0 purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=722/0-4-0,6=722/0-5-8 Max Horz 9=-45(LC 10) Max Uplift 9=-82(LC 8),6=-80(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-625/125,3-4=-620/123 BOT CHORD 8-9=-119/569,6-8=-102/515 WEBS 2-9=-710/150,3-8=-49/438,4-6=-707/144 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=2511;B=4511;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-8.0,Exterior(2)9-8-0 to 12-8-0,Interior(1)13-1-010 18-2-4 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.Opsi on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 82 lb uplift at joint 9 and 80 lb uplift at joint 6. r A WARNING-Verily dsslgn pram tern and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 nv.10/03/2015 BEFORE USE . Design vatki for use only with Mllekfv connectors.this design is based only upon parameters shown,and B for an tx,Mduat balding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate ha design Into the overall building design. Bracing indicated Is to prevent ixrc.kling or Irk-Width-it Mrs web and/or or members only. Ad:lik:n:A temp-.erory and permanent bred rg MiTek' is always required for stability and 10 prevent collapse with possble personal trluy and properly damage. For general 4xrkknce regardtst the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdlatlle from truss Plate Institute,218 N.Lee Street,ate 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T10022121 I 11623TOA T09 Roof Special 1 1 Job Reference(optional) BuAding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:42 2016 Page 1 ID:Iv8R56ob3KYLbd9mi_ahGOYMtj5-ehFs3AkE1 iuwFrrOYEMejN?3Nn5O1 Bu2KcAt33yAI8F 6-2-12 , 7-9-0 9-8-0 11-7-0 11.11.8 18-4-0 6-2-12 ' 1-6-4 1-11-0 1-11-0 0{4-$ 6-4-8 Scale=1:45.3 3x6= 8.00 12 4 2x4 II 4x6:- 4x5* 4x5= 6x8= .41111 _ 4x5= 1 26 7 :firw 81� i i 14 15 11 10 9 8 2x4 II 4x5= 6x8= 2x4 II 6-2-12 I 11-11-8 i 18-4-0 I 6-2-12 5-8-12 6-4-8 Plate Offsets(Xy)-- [4:0-3-0,Edge1,[5:0-0-10,0-3-41,[9:0-3-4,0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lora) I/detl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.17 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.21 10-11 >999 180 BCLL 0.0 * Rep Stress InaYES WB 0.29 i Horz(TL) 0.01 8 n/a n/a i BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:121 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 11=722/0-4-0,8=722/0-5-8 Max Horz 11=-25(LC 10) Max Uplift 11=-133(LC 8),8=-130(LC 9) Max Gray 11=804(LC 18),8=805(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1.11=-705/178,1-2=-574/103,2-3=-581/107,3-5=-519/108,5-6=-582/107, 6-7=-582/107,7-8=-701/177 BOT CHORD 9-10=-107/582 WEBS 1-10=-141/797,2-10=-376/166,6-9=-373/167,7-9=-147/798 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=4511 L=24ft;eave=4tt;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)7-9-8 to 3-1-12,Interior(1)3-1-12 to 18-2-4,Exterior(2)9-8-0 to 11-6-8 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,with BCDL=10.0psf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 133 lb uplift at joint 11 and 130 lb uplift at joint 8. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 0 WARNING-yaw design param.Nre and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev.1003f2015 BEFORE USE. �e.seee. i Design valid for use oNy with MITek•B connectors.this design Is based orgy upon parameters shown.and Is to id an Individual building component.not a truss system.Before use-the building designer must verify the appllcabIIty of design parameters and properly Incorporate this design Into the overall boding design. Bro.:int]Indk-noted Is to prevent Trickling or Indlvkdijoi tnrss wet,and/or trx i members only. Ad,ltk nr ternr-,nxy Tsl rn:a ant irooing MiTek Is(Sways required for sktbllty and to prevent collapse with possible personal Infu ry and property damage. For general guidance regarding the e East Bbd. tatokratkn,storage,delivery,erection and bracing of fusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 6904 P.Parkrk 33610 Soley Inlormalton avCil ble from Truss Plate Instltu le.218 N.Lee Street Suite 312,Alexandria,VA 22314. Job Truss (Truss Type Qty Ply 710022122 I 1162370A • T10 Rat 1 1 Job Reference(optional) Bunding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:43 2016 Page 1 I D:Iv8R56ob3KYLbd9mi_ahGOyMfj5-6tpEGW kso00nt?Qa6xutFbXBpBTdmdpBYGwQcWyA18E 6-2-12 11-11-8 1 18-4-0 I 6-2-12 5-8-12 6-4-8 4x5= 6x6= 2x4 I i 4x5= Scale=1:42.5 1 9 10 2 3 11 12 4 ■ 1 '1 la o ''' \I 1 p a ,r ci ,4 13 7 6 5 8 6x8= 2x4 2x4 I I 4x5= 6-2-12 11-11-8 1 18-4-0 I 6-2-12 5-8-12 6-4-8 I Plate Offsets(X,Y)-- [6:0-3-4,0-3.0] LOADING (psi) SPACING- 2-0-0 I CSI. DEFL. in (loc) Udetl lid PLATES GRIP Vert(LL) -0.05 6-7 >999 240 MT20 244/190 TCLL 20.0 Plate Grip DOL 1.25 I TC 0.79 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.13 5-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.38 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:122 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 8=722/0-4-0,5=722/0-5-8 Max Uplift 8=-147(LC 8),5=-147(LC 9) Max Gray 8=808(LC 17),5=808(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-698/167,1-2=-488/79,2-3=-494/82,3-4=-494/82,4.5=-694/168 BOT CHORD 6-7=-82/494 WEBS 1-7=-122/736,2-7=-379/168,3.6=-376/169,4-6=-126/734 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=4511;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 18-2-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf 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=10.0psf. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 147 lb uplift at joint 8 and 147 lb uplift at joint 5. 0 WARNING-Verily des/gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.1W03/2015 BEFORE USE. Nth Design valid for use only with Milekts connectors.This design Is based only upon parameters shown.and Is for an hdlvidual bolding component,not a truss system.Below use,the building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall br Aiding design. fsra::hg Indicated is k,prevent buckling of Irs:NAir!•rit furs web and/or chord members only. A•.i/lion al temporary and permanent bracing MuTek• Is always required for stability and to pxevent collapse with possible personal hluy and property damage. For general guidance regarding the East Blvd. ma fabrication,storage,delivery,erection and bracing of trusses and truss systems seeANS1/TPI1 Quality Criteria,055 6904 .89 and SCSI Building Component 69 P.Parke East 0 Saltily Infortlon avalktle from Truss Plate institute.218 N.Lee Street,Suite 312.Alexarrdrla.VA 72314. I Job T T • pe Qty Ply T10022123 11623TOA T11 1 1 Job Reference(optional) Bdllding Component Su ly, Jacksonville,Fl 3225. 8.010 s Apr 20 2016 MiTek industries,Inc. Fri Dec 09 08:55:43 2016 Page 1 I D:Iv8R56ob3KYlbd9mi_ahGOyMfjS-6VEGW kso0ant?Qa6xutFbXHSBTXmeVBYGwOcWyA18E 6.2-12 11-11-8 18-4-0 I6-4-8 6-2-12 5-8-12 4x5= 6x6 2x4 11 4x5= Scale:1/4'=1' 9 10 2 3 11 12 4 • , 1 111110 gL___ in 1 4 liEr137 6 14 2x4 11 'S 82x4 11 4x5= 6x8_ 6-2-12 11-11-8 i 18-4-0 6-2-12 5-8-12 6-4-8 Plate Offsets(X,Y)-- 16:0-3-4,0-3-01 LOADING (psi) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deli Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 ' Vert(LL) -0.05 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.13 5-6 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.27 1 Horz(TL) 0.01 5 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS ' Weight:130 lb FT=20% • LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-1-8,4-5,2-7,3-6 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131'x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 8=722/0-4-0,5=722/0-5-8 Max Uplift 8=-147(LC 8),5=-147(LC 9) Max Gray 8=819(LC 17),5=820(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-705/167,1-2=-433/69,2-3=-439/72,3-4=-439/72,4-5=-700/168 BOT CHORD 6-7=-72/439 WEBS 1-7=-116/708,217=-380/168,3-6=-377/170,4-6=-119/706 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=oft Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1.12 to 3-1-12,Interior(1)3-1-12 to 18-2-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf 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. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 147 lb uplift at joint 8 and 147 lb uplift at joint 5. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1063/2015 BEFORE USE Design valid for use only with Mnekl9 connectors.RYs design h based only upon parameters shown,and Is for an kxiividud Lulling component.not MII a truss system.Before use,the building designer must verify the appltcabIlty of design parameters and property incorporate this design Into the overall I hiking design. Wring Indicated Is to prevent buckring of la.SivkYrkU truss wet',cud/an chord members only. Additonat temporary and permanent tx•:r:.ino MiTek' i B always required to stabetty and to prevent cdlapse with possl�le personal knlury and propedY damage• For general gut dnece regardirng the icixk:atbn,storage,del very,erection anti brcid n0 of musses and hues systems.sneAN31RP11 dy sur Crites o.DSB-89 and BCSI Bulldog 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 Type Qty Ply 110022124 11623T0A • Monopitch Supported Gable 1 1 Job Reference(optional) Balding Component Sup' acksonville,Ft 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:45 2016 Page 1 I D:Iv8R56ob3KYLbd9mi_ahGOyMfj5-2Gw_hCm7KdGU6JazDMwLKOcjI_FrEakU0aPXgOyA18C 16-4-0 I I 16-4-0 6.00 12 1 Scale=1:46.4 14 29 13 3x6 12 1011 ' 61T") -- 9 *.' J 8 r 1 7 6 r 5 4 4x5 2 3 r i 11� ov A �� !� R 9 8 i) Q Ii1d f 3x6 I 28 27 26 25 24 23 22 21 2019 18 17 16 3x6=- 16-4-0 16-4-0 i16-4-0 Plate Offsets(X,Y)-- 11:0-2-15,0.1-7] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.09 Horz(TL) -0.00 16 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:136 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 WEBS 2x4 SP No.3 except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 15-16 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. All bearings 16-4-0. (Ib)- Max Horz 1=243(LC 12) Max Uplift All uplift 100 lb or less at joint(s)16,1,17,18,19,21,22,23,24,25,26,27,28 Max Gray All reactions 250 lb or less at joint(s)16,1,17,18,19,21,22,23,24,25,26,27,28 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-469/151,3-4=-377/122,4-5=-349/112,5-6=-316/101,6-7=-284/89,7.8=-251/78 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=2ft;Cat. II;Exp B;End.,GCp1=0.18;MWFRS(directional)and C-C Comer(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 16-2-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. 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.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)16,1,17,18,19, 21,22,23,24,25,26,27,28. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1. • idt 0 WARNING-VarNy design parameters and READ NOTES ON THIS AND INCLUDED M!!EK REFERANCE PAGE MH-7473 rev.10y03/2O15 BEFORE USE Design valki for use only with MUotrS9 connectors.this design Is based only upon parameters shown.arsd Is for on 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 bracing design. Bracing Indicated is to prevent buc.kthrg or lndlvk uoi inrsc web c d/:,r chord members only. A:-kiltlory f temporary cud permanent bracing - MiTek' Is always required for stability and to prevent collapse with possible personal kni ry and properly damage. For general guidance regarding Ithe Parke East Blvd. fabrication,rication,storage,delivery.erection and bracing of trusses and buss systems,seeANSI/TPI1 Quality Criteria,D586904 -89 and SCSI Building Component Est 0 Safely Information avc�able from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexa ndla,VA 22314. Tampa.P.Parke Job Of Truss Type Qty Ply T10022125 11162370A GABLE 1 1 Job Reference(optional) Building Component Supacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:46 2016 Page 1 ID:Iv8R56ob3KYLbd9mi_ahGOyMfj5-XSU NuYnISxOLkS99n4Ra1D9pkOZez1?eFE85DryAi8B 17-0-8 {18-2-0 ! 17.0-8 1-1-8 1, Scale=1:49.1 6.00[12 13 X12 11 10 01 14 9 : 6x6 8 5 4 29 3 �.41 11111 II. 28 27 26 25 24 23 22 21 20 19 18 17 16 15 3x8 I I 6x6 17-0-8 I . 17-0-8 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 i Lumber DOL 1.25 i BC 0.17 Vert(TL) Na Na 999 BCLL 0.0 ' Rep Stress Incl YES WB 0.09 1 Horz(TL) 0.00 15 Na n/a BCDL 10.0 Code FBC2014/TPI2007 i Matrix-S Weight:146 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 14-15,13-16 REACTIONS. All bearings 17-0-8. (Ib)- Max Horz 28=253(LC 12) Max Uplift All uplift 100 lb or less at joint(s)28,15,16,17,18,19,20,21,22,23,24,25 except 27=-213(LC 12) Max Gray All reactions 250 lb or less at joint(s)15,16,17,18,19,20,21,22,23,24,25,26,27 except 28=285(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-28=-310/90,1-2=-489/157,2-3=-398/128,3-4=-372/118,4-5=-341/107,5-6=-307/96, 6-7=-282/87 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=2511;B=45ft;L=24ft;eave=2ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 16-10-12 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)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. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Truss to be Cully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psi 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)28,15,16,17,18, 19,20,21,22,23,24,25 except(jt=1b)27=213. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MH-7473 rev.1873/1015 BEFORE USE Mil, Design valid for use only with Nt IokOO connectors.this design is based only upon parameters shown.and is for an individual building component.not a truss system.Before use,tie bulking designer must verify the applicability of design parameters and properly incorporate this design Into the overall bulldln0:-teslon. Bracing In iccited is to prevent buckling of in7Rkfr rat Miss web and/or chord members only. Additional temporary and permanent tracln0 MiTek' Is always required for stability and to prevent collapse with possible personal!Nun/and properly damage. For general gilctance regarding the 6904 Parke East Blvd.fabr cation,storage.delivery.erection and tracing of trusses and truss systems.seeANSUIPtt Qualify Criteria,DS8-89 and BCSI Building Component Safety tnformaton avdlable from Truss Plate Institute.218 N.Lee Sheet.Suite 312.Alexandria.VA 22314. Tanya,FL 33610 t. Job Truss Type Ply I 110022126 11623TOA 114 ROOF SPECIAL 10 1 11 Job Reference(optional) Building Component Su ly, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:47 2016 Page 1 I D:Iv8R56ob3KYLbd9mi_ahGOyMfj5-7e216uoNsFW CLckMLnypORizBom_iMbnTuuelHyAIBA 5-9-5 11-6-0 17-0-8 ,18-2.01 I 5-9-5 5-8-11 5-6-8 1-1-8 Scale.1:54.4 6.00 NT 2x4 I I 6 5 12 4x5 3x6 4 3,...., �� N 4x5 .„:„, 2'. .\ 11 3x4 Iiieo•olo \1 • a. MS/1111 .1116, i MI 9 13 8 14 10 7 455= 4x5= 3x8 MT2OHS= 4x5= 8-2-0 f 17-0-8 { 8-2.0 8-10-8 -- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.24 7-9 >844 240 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.74 j Vert(TL) -0.47 7-9 >429 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0:58 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:109 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-7,4-7 ' REACTIONS. (Ib/size) 7=749/Mechanical,10=667/0-5-8 Max Horz 10=290(LC 12) Max Uplift 7=-208(LC 12) Max Gray 7=783(LC 17),10=667(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-739/0 BOT CHORD 9-10=-238!746,7-9=-115/399 WEBS 4-9=-58/502,4-7=-612/182,2-10=-693/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=251t;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 18-2-0 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.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. 5) Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 7=208. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*411-7473 rev.1M1312015 BEFORE USE. idt Design valid for use only with MI leids connectors.this design Is based only upon parameters shown.and Is for an Inds/dud building component,not a truss system.Before use.the bullring designer must verify the applicability of design parameters and properly incorporate this design Into the overall MiTek, building design. leocng indicated Is to prevent trxkting or Indlviduol truss web and/or chord members only. A:,lltlon:>f temp.::rdry and permanent trod g Is always required for stability and to prevent collapse with possible personal intury and property damage. For general guidance regarding the Parke Et Wed. fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSU1PI I Quality Crltetla.DS86904 ast .89 and BCSI Building Component Tampa.0433610a Safely information available Parke ble froTruss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. _ ___ I ____ Job Truss T sur s Type Oly Ply T10022127 111623TOA • IMonopitch Supported Gable 1 1 Job Reference(optional) Building Component Supp Jacksonville,FI 32256 8.010 S Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:47 2016 Page 1 I D:Iv8R56ob3KYLbd9mi_ahGOyMfjS-7e216uoNsFW CLckMLnypORi_OowaiRRnTuuelHyA18A 9.8-8 , 9-8-8 Scale=1:50.3 8 6.001127 S 176 5 4 3 1 3x4 i 2 ll w 16 15 14 13 12 11 10 9 5x6= i Plate Offsets(X,Y)-- 115:0-3-0,0-2-121 1 LOADING (psf) ! SPACING- 2-0-0 CSL DEFL. in (Ioc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) n/a - n/a 999 BOLL 0.0 ' I Rep Stress Ind YES WB 0.27 Horz(TL) -0.00 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:107 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-9-15 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 8-9 REACTIONS. All bearings 9-8-8. (Ib)- Max Horz 16=221(LC 12) Max Uplift All uplift 100 lb or less at joint(s)9,10,11,12,13, 14 except 16=-175(LC 10),15=-448(LC 12) Max Gray All reactions 250 lb or less at joint(s)9,10,11,12,13,14 except 16=483(LC 12),15=270(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-924/346,1-2=-283/101,2-3=-254/80 BOT CHORD 15-16=-353/146 WEBS 1-15=-380/917 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24th eave=2ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0.1-12 to 3-0-8,Exterior(2)3-0-8 to 9-6-12 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)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/I-PI 1. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 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)9,10,11,12,13, 14 except(it=lb)16=175,15=448. 0 WARNING-Vndy design parameters and READ NOTES ON THIS AND INCLUDED MSTEK REFERANCE PAGE MH-7473 rev.1093/2015 BEFORE USE. mg Design wild for use only with Weld)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 oppfk:abllty of design parameters and properly incorporate tris design into the overact bullring design. trcx.ing Indicated Is to prevent buckling or Individual truss web and/or chord members only. Addltk,n l temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Inkrry and properly damage. for general gu deice regadng the fabrication,storage.delivery.erection and bracing of trusses and truss systems.seeANSI/TP11 Quality Criteria,DSS-89 and BCSI Building Component 6904 Parke East Blvd. Safely Ire onnallce avdktle from Truss Plate Institute-218 N.Lee Street,Suite 312.Alexandria.VA 22314. __—_ Tampa,FL 33610 Job Truss Truss Type Qty Ply T10022128 11623TOA T16 Monopitch I4 1 Job Reference(optional) Buil6ing Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:48 2016 Page 1 I D:Iv8R56ob3KYLbd9mi_ahGOyMfj5-Tgc7JEo?dYf3zmlYvUT2yeE9MCDLRtCwiYdBHjyAl89 4-10.4 9-8-8 4-10-4 4-10-4 Scale=1:53.3 2x4 II 3 6.00 FIT 3x4% 8 2 i 7 3x4 1 6 5 4 6 2x4 I I 3x4= 3x4= • 4-10-4 9-8-8 4-10-4 4-10-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(TL) -0.03 4-5 >999 180 BOLL 0.0 Rep Stress Inv YES WB 0.37 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:79 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 10P CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS. (lb/size) 6=377/0-5-8,4=377/Mechanical Max Horz 6=230(LC 12) Max Uplift 4=-156(LC 12) Max Gray 6=377(LC 1),4=388(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-336/20 BOT CHORD 5-6=-255/162 WEBS 2-4=-301/224 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psl;BCDL=5.0psf;h=2511;B=45th L=24f1;eave=411;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.1-12 to 3-1-12,Interior(1)3-1-12 to 9-6-12 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. • 4)Refer to girder(s)for truss to truss connections. • 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 4=156. • • V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10W3r2015 BEFORE USE. mit Design vdki for use oNy with Mitek®connectors.this design Is based only upon parameters shown.and is for an Individual building component.not a truss system.Before use.the bulking designer must verify the applicability of design parameters and properly Incorporate this design into the overall MiTek, building g Ye:ign. Bracing indicated Is to prevent buckling or individual truss web and/or chord members only. Additional ernp.-tory and permanent bra.-.Ing in B dways required for stability and to prevent collapse with possible personal rrfury and properly damage. For general guklance regarding the Parke East Blvd. lot rlcation.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI BuIWlny Component 696904 04 P.Park E3s10 Safely Information available from truss Plate Insttute,218 N.Lee Street,Suite 312.Nexandrka.VA 22314. Job ss Truss Type OryPly 110022129 11623TOA Monopitch 13 11 Reference(optional) Builtling Component Sup. Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:49 2016 Page 1 ID:Iv8R56ob3KYLbd9mi_ahGOyMfj5-xt AVXZpdOsnwbwlkSC_HVsnKDbZgAK_4xCNIp9yA188 4-8-12 9-7-0 4-8-12 4-10-4 Scale=1:53.3 2x4 I 3 6.00[12 3x4: 8 2 7 3x4 1 • • i , s 5 a 2x4 II 3x4= 3x4= I 4-8-12 9-7-0 4-8-12 4-10-4 LOADING (psf) SPACING- 2-0-0 � CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(TL) -0.03 4-5 >999 180 BCLL 0.0 ' Rep Stress Ind YES WB 0.33 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014TTP12007 Matrix-MS Weight:79 lb LUMBER- BRACING- TOP CHORD 2x4 SP No.2 I O1'CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS. (lb/size) 6=372/0.4.0,4=372/Mechanical Max Horz 6=134(LC 12) Max Uplift 4=-135(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-333/0 WEBS 2-4=-272/185 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsh h=25ft;B=45tt L=24ft;eave=41t;Cat. Il;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.1-12 to 3-1-12,Interior(1)3-1-12 to 9-5-4 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.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) 4=135. A WARNING-V.dly daslgn paramafars and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.1003/2015 BEFORE USE IIII anent,not Design syst svalid ystem.Beforeor use ni only building designer must design the agp9cablIs based ltyupon of1design parameters and properly incorporate this dameters shown,and is for an individual deesign Into the overall brakang design. ftracin T Inca,',ated Is to prevent Fs adding or IndNkdrIal truss web and/,x chord members only. Addtirx,i temporary and permanent f rci:rng MiTek' is always required for slabWy and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding tie 6904 Parke East Bald. fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSUfPl1 Quality Criteria.DSB-89 and SCSI Building Component Safety Information avcdlable from Teas Flute Institute.218 N.Lee Sheet.Suite 312.Alexanc*la,VA 22314. Tarrpa.Ft.33610 Job r - Truss Type Oly Ply T10022130 11623TOA a T18 Jack-Closed Supported Gable 1 1 • Job Reference(optional) Builtling Component Su..I , Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:50 2016 Page 1 ID:Iv5R56ob3KYLbd9mi_ahGOyMtj5-PDktkVgF9AvnC4Sw0VW W 13KZT?yjvrDD9s61MCyA1B7 I 1628 i 16-2-8 6.00;12 1 Scale=1:42.8 12 11 3x6 i 27 10 r 8 9 r 7 6 r ' 5 r 4 i 3 26 2 r nil � 1... w.. ._w.. .... 3x4* 25 24 23 22 21 20 19 18 17 16 15 14 3x6= 16-2-8 l 16-2-8 Plate Offsets(Xy)-- [18:0.2.0,0-1-8] LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) ria - rVa 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.08 Horz(TL) -0.00 14 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-S i — Weight:119 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 13-14 REACTIONS. All bearings 16-2-8. (Ib)- Max Horz 1=223(LC 12) Max Uplift All uplift 100 lb or less at joint(s)14,15,16,17,19,20,21,22,23,24,25 Max Gray All reactions 250 lb or less at joint(s)14,1,15,16,17,19,20,21,22,23,24,25 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-397/135,2-3=-344/107,3-4=-318/102,4-5=-284/89,5-6=-252/78 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsh h=251t;B=45ft;L=24ft;eave=2ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-6-15 to 3.6-15,Exterior(2)3-6-15 to 16-0-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry . Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. • 5)Gable studs spaced at 1-4-0 oc. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14,15,16,17,19, 20,21,22,23,24,25. 1 N 0 WARNWG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Alf-7473 rev.I0103r2015 BEFORE USE. 1111011 Deslga valid for use only with Mllelva connectors.this design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use.the bulking designer must verify the applicability 01 design parameters and properly Incorporate this design Into the overall hulking design. Bracing thdicoted Ls to prevent ri reklln,a or Indlvk lISl truss web anti/err chord members only. A katt000l temporary a d permanent bracing MiTek' is always reguked for stability and to prevent collapse with passble personal injury and properly damage. For general guidance regarring the pages East Blvd. Safely k rabdcalbn,storage,delIery,erection and bracing of musses and truss systems.see.ANSU1PI I Quality Criteria,DSB-$ 6904 9 and SCSI Building Component 69pP.FL East 0 Mormalton available from buss Plato institute,218 N.lee Street.Suite 312,Atexandrla VA 22314. Job Truss, Truss Type Oty Ply • T10022131 11623TOA T19 Jack-Closed Supported Gable 1 1 I Job Reference(optional) Building Component Sup Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:51 2016 Page 1 ID:Iv8R56ob3KYLbd9mi_ahGOyMfj5-tPIGyFruwT1 eqE 17ad 11aHsiQPIDeF9NOWssu2yAl86 10-7-8 i 10-7-8 - 6.00(12 26 7 8 Scale=1:69.9 5 4 3 4x5 G 2 1 1111111111 1 til , 3xl urnI I ec. 17 16 15 14 13 12 11 10 9 5x6= 11-3-81 9-3-8 10.7.1 1-3.8 8-0-0 1-4-0 Plate Offsets(X,Y)-- 115:0-3.0,0.2-1211 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) n/a - ri/a 999 MT20 244/15 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.29 Horz(TL) -0.00 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:182 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 1-17,8-9,7-10,6-11,5-12,4-13,3-14, 2-15,1-15 REACTIONS. All bearings 10-7-8. (Ib)- Max Horz 17=149(LC 12) Max Uplift All uplift 100 lb or less at joint(s)17,9,10,11,12,13,14 except 15=-507(LC 12) Max Gray All reactions 250 lb or less at joint(s)9,10,11,12,13,14,15,16 except 17=524(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-1013/284,1-2=-299/102 BOT CHORD 16-17=-293/90,15-16=-293/90 WEBS 1-15=-300/973 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opst;BCDL=5.0psf;h=25ft B=45ft;L=24ft;eave=2ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 10-5-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 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)17,9,10,11,12, 13,14 except(jt=lb)15=507. A WARNING-Verfry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7073 nit,.10/0312015 BEFORE USE. Design valid for use only with WWIIconnectors.This design Is based only upon parameters shown,and Is for an Indivk*xf b uldIng component.not Mil• a truss system.Before use.ane bulking designer must verify the applicability of design parameters and properly incorporate this design Into the overall P a ung design. Itir.:Yig Indicated Is to prevent bin-Ming or IndM.7try tnnc web,and/or ch:-,rd members only. Add tiO al rerr rnxxy a a permanent r xirv3 MiTek• Is always required for stability and to prevent colkpse with possible personal htuy and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSUTPI1 Quatiy Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bird. Safely Information avaliable from Truss Plate hstltute,218 N.Lee Street,Stiles 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Type Oty Ply 0. 110022132i 11623T0A • iT20 Half Hip Structural Gable 1 I Job Reference(optional) Bulfding Component Sup. . Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:53 2016 Page 1 ID:Iv8R56ob3KY. 2 Lbd9mi_ah�G.OyMfj5-poPONxs8R5HM3XBVh23DiiyrI Dmr6_kgsgLyyxyA184 4-7-8 9-11-8 12-6-102 2-7- 2 14 0 1-4 12 1 . 211 0 1.4-0 1.4 0 1-4-0 1-4-0 1-4.0 2 p 22 2114.0 1.4-0- 2� 47.6 5-4-0 2. 1.4-0 1-5.12 Scale:3/16'=1' Special 3x4 II 6.00 12 3 4x106 54 2 53 0'4'1: 7.13x4 ISpecial Special Special 3x. II Special 4x10= 6x6=Special Special Special Special Special 3x6 !I p 6k12= 5 Special 6 7 8 10 11 12 13 14 15 16 17 18 J 3x II yLL r'I� 3x4 II _�M -J. 0 as 36 35 34 33 32 31 ......................e:•34x5 l 3x4 II 4x10= 3x4 II 3x6—30 29 28 27 26 25 24 23 22 21 20 19 4x12= 3x4 .I 0-6-8 16-5-12 p ,g 04145 4-1-0 2-6 2 1 125:0-054 0. 1X1-12 111-4.102,18.4-0,2 1.4-02121-4 02 21-4-02121-4-02121.4-02,21.4-02 21 1.4-021512 0-1-12 1-4-0 Plate Offsets(X,V)-- 14:0-5 8,0-2-121.16:0.3.8,0-2-0),(18:0-3-0,0-0 41.(19:Edge,0-3-8),132:0-2-8,0-2-01,134:0-3-8,0-2-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (toc) I/dell Lid PLATES GRIP TCLL 40.0 l Plate Grip DOL 1.00 TC 0.98 Vert(LL) -0.13 33-34 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(TL) -0.47 33-34 >375 240 BCLL 0.0 * Rep Stress Incr NO WB 0.99 Horz(TL) 0.06 30 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS i Weight:215 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-9-7 oc purlins, 4-9:2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing, Except: 31-36:2x4 SP SS 10-0-0 oc bracing:35-36,34-35,33-34,32-33. WEBS 2x4 SP No.3'Except' WEBS 1 Row at midpt 4-34,2-35 6-32:2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. All bearings 14-11-8 except(jt=length)35=0-3-8. (Ib)- Max Horz 35=483(LC 12) Max Uplift All uplift 100 lb or less at joint(s)except 19=-i43(LC 21),29=-429(LC 1) Max Gray All reactions 250 lb or less at joint(s)19 except 30=2773(LC 1), 30=2773(LC 1),28=595(LC 1),27=361(LC 22),26=411(LC 1),25=397(LC 22), 24=402(LC 1),23=395(LC 22),22=425(LC 1),21=316(LC 22),20=826(LC 1), 35=1109(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-460/0,4-5=-2663/0,5-6=-2663/0,6-7=0/308,7-8=0/308,8-10=0/308, 10-11=0/308,11-12=0/308,12-13=0/308,13-14=0/308,14-15=0/308,15-16=0/308, 16-17=0/308,17-18=0/308 BOT CHORD 34-35=-403/685,33-34=0/4319,32-33=0/4521,30-32=-308/0,29-30=-308/0, 28-29=-308/0,27-28=-308/0,26-27=-308/0,25-26=-308/0,24-25=-308/0,23-24=-308/0, 22-23=-308/0,21-22=-308/0,20-21=-308/0,19-20=-308/0 WEBS 2-34=-34/887,4-34=-3761/0,2-4=-838/328,4-32=-1988/334,5-32=-646/0,6-32=0/3201, 6-30=-2248/0,8-28=-463/0,10-27=-358/0,11-26=-377/0,12-25=-373/0,13-24=-374/0, 14-23=-371/0,15-22=-384/0,16-21=-332/0,17-20=-595/0,2-35=-1084/3 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=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=30ft eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 29-9-12 zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.0psi on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 1Continued on pagey2 Ak WARNING- MJy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7073 rev.10/032015 BEFORE USE. Design vdkl for use oily with Mileis connectors.This design is based oily upon parameters shown,and Is for an Individual bolding component.not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulidina design. krar ing indl,sated Ls to prevent miss web and/:r chord ri,emhers only. Additional ternr.,,rary and permanent bra Ana MiTek' k always requited km stability and to prevent collapse with possble personal k9rsy and properly damage. For general guidance regarding the fcYxk atkxL storage,delNery.erection and bracing of trusses and truss systems.seeANSt/TPt t Quality Criteria,DSB-89 and SCSI BuNding Component 6904 Parke East Blvd. Safety information available from Truss Plate knNMe.218 N.Lee Street.Suite 312.Alexcxxfrki,VA 22314. Tampa,FL 33610 Job Truss 'Truss Type Oty Ply T100221321 11623TOA T20 Half Hip Structural Gable 1 j 1 Job Reference(optional) Builtling Component Supply, Jacksonville,Fl 32256 8.010 S Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:53 2016 Page 2 I D:Iv8R56ob3 KY Lbd9mi_ahGOyMfj5-poPONxs8R5 H M3XBV h23Df iyrl Dmr6_kgsgLyyxyAl84 NOTES- 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 143 lb uplift at joint 19 and 429 lb uplift at joint 29. 10)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 11)Special hanger(s)or other connection device(s)shall be provided starting at 11-9-12 from the left end to 29-9-12 sufficient to connect truss(es)to front face of top chord. The design/selection of such special connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-3=-100,4-18=-280,19-36=-20 Concentrated Loads(Ib) Vert:3=-250 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1-3=-80,4-18=-260,19-36=-20 Concentrated Loads(Ib) Vert:3=-250 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-3=-20,4-18=-200,19-36.40 Concentrated Loads(Ib) Vert:3=-250 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-53=33,3-53=20,4-18=-157,30-36=29,19-30=-10 Horz:1-53=-43,3-53=-30,3-4=12,1-36=17 Concentrated Loads(Ib) Vert:3=-250 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-54=20,3-54=33,4-57=-157,18-57=-150,30-36=29,19-30=-10 Horz:1-54=-30,3-54=-43,3-4=-37,1-36=-32 Concentrated Loads(Ib) Vert:3=-250 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-35,4-18=-212,30-36=-14,19-30=-20 Horz: 1-3=15,3-4=-15,1-36=-20 Concentrated Loads(lb) Veil:3=-250 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-35,4-18=-212,30-36=-14,19-30=-20 Horz:1-3=15,3-4=34,1-36=28 Concentrated Loads(Ib) Vert:3=-250 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=5,4-5=-156,5-56=-166,18-56=-169,30-36=10,19-30=-10 Horz:1-3=-15,3-4=-11,1-36=15 Concentrated Loads(Ib) Vert:3=-250 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=10,4-55=-166,18-55=-156,35-36=-10,30-35=10,19-30=-10 Horz:1-3=-20,3-4=-26,1-36=-18 Concentrated Loads(Ib) Vert:3=-250 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-28,4-18=-201,30-36=-0,19-30=-20 Horz:1-3=8,3-4=31,1-36=25 Concentrated Loads(Ib) Vert:3=-250 11) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-10,4-18=-201,35-36=-20,30-35=-0,19-30=-20 Horz:1-3=-10,3-4=-4,1-36=-7 Concentrated Loads(Ib) Vert:3=-250 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=19,4-18=-161,30-36=10,19-30=-10 Horz:1-3=-29,3-4=-34,1-36=-23 Concentrated Loads(Ib) Vert:3=-250 Continued on cane 3 0 WARNING•Verily design peramNan and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MY-7073 rev.10/03/2015 BEFORE USE. Deslgn valid for use only with I7411celeD connectors.This design Is based only upon parameters shown.and is for an hdlsidu of building component,not a truss system.Before use,the bulling designer must verily the appllcabity of design parameters and properly incorporate this design Into the overall building design. kicking lnYk::sted is to prevent buckling of indlvidu ti tries web csnd/cr chord members only. A•d:AW,rxol te:rr,i:•.s soy and perm:xu*nt t t Ing MiTek' Is always requhed for stability and to prevent collapse with possble personal injury and properly damage. For general guidance regarding the fabrlcatbn,storage,delivery,erection and bracing of trtraes and truss systems.seeANSUiPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bird. Safety Information available from truss Plate InsBlute,218 N.Lee Street.Stile 312,Alexa dui .VA 22314. Tanya,FL 33670 Job Truss Truss Type i Qty Ply 11623T0A 110022132 T20 Half Hip Structural Gable 1 i I Job Reference(optional) Buiftling Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries.Inc. Fri Dec 09 08:55:53 2016 Page 3 ID:Iv8R56ob3KYLbd9mi_ahGOyMfj5-poP0Nxs8R5HM3XBVh23Df lyrlDmr6_kgsgLyyxyA184 LOAD CASE(S) Standard 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=8,4-18=-172,35-36=-10,30-35=10,19-30=-10 Horz:1-3=-18,3-4=-24,1-36=-23 Concentrated Loads(lb) Vert:3=-250 14)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-21,4-18=-201,30-36=-0,19-30.20 Horz:1-3=1,3-4=6,1-36=-12 Concentrated Loads(Ib) Vert:3=-250 15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-21,4-18=-201,35-36=-20,30-35=-0,19-30=-20 Horz:1-3=1,3-4=6,1-36=-12 Concentrated Loads(lb) Vert:3=-250 16)Dead:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(pif) Vert:1-3=-20,4-18=-200,19-36=-20 Concentrated Loads(lb) Vert:3=-250 17)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-86,4-18=-261,30-36=-5,19-30=-20 Horz:1-3=6,3-4=23,1-36=19 Concentrated Loads(Ib) Vert:3=-250 18)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-73,4-18=-261,35-36=-20,30-35=-5,19-30=-20 Horz:1-3=-7,3-4.-3,1-36.-5 Concentrated Loads(Ib) Vert:3=-250 19)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-81,4-18=-261,30-36=-5,19-30=-20 Horz:1-3=1,3-4=5,1-36=-9 Concentrated Loads(Ib) Vert:3=-250 20)Dead+0.75 Roof Live(bal.)+0.75(0.6 MINERS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-81,4-18=-261,35-36=-20,30-35=-5,19-30=-20 Horz:1-3=1,3-4=5,1-36=-9 Concentrated Loads(Ib) Vert:3=-250 21) 1st Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1-3=-100,4-18=-200,19-36=-20 Concentrated Loads(Ib) Vert:3=-250 22)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1-3=-20,4-18=-280,19-36=-20 Concentrated Loads(Ib) Vert:3=-250 23)3rd Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1-3=-80,4-18=-200,19-36=-20 Concentrated Loads(Ib) Vert:3=-250 24)4th Dead+0.75 Roof Uve(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-3=-20,4-18=-260,19-36=-20 Concentrated Loads(lb) Vert:3=-250 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/032015 BEFORE USE. Design valid for use only with Milekt1 connectors.1Ns design is based only upon parameters shown,and Is lor cn hxiMdual building component,not a truss system.Before use,the building designer must verity the appliccblity of design parameters and properly Incorporate finis design into the overall bail dIng design. tsocBrg in,licated Is to prevent buckling of Individual truss web and/or chord members only. Ad-.iiticnal t rnr,.rdry and perm-nen!bracing M iTek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,n,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,058-89 and SCSI Butldkng Component 6904 Parke East Blvd. L_Safely Information available horn Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job as Truss Type oy Ply 710022133 11623TOA T21 Half Hip 1 Job Reference(optional) Suiting Component Suppl , Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:54 2016 Page 1 ID:Iv8R56ob3KYLbd9mi_ahGOyMfjj6-I_zOaHtmCOPDhhmiFlaSCvUt ec62rRFp4T4W VNyAt83 I 5-1-8 9-11-8 12-7-2 l 15-2-12 I 17-10-4 i 20-0-8 22-5-6 24-10-4 27-3-2 I 29-11-8 5-1-8 4-10-0 2-7-10 2-7-10 2-7-8 2-2-4 2-4-14 2-4-14 2-4-14 2-8-6 Special Scale=1:59.3 3 6.00 12 4x10 2 27 26 3x4 II 1 special 6x12= 6x8= 4x5= 4x5= 4x5= v 6x12 5 6 7 8 9 10 11 12 1 / oil.ser-ll =���a�msrna•w O V 25 24 23 22 21 20 19 18 17 16 15 14 13 4x6= 3x6 4x5= 4x10= 4x5= 4x5= 4x5= 6x12= 3x5 II 0.4. 2 5-1-8 12-7-2 15 2-12 I 17-10-4 l 20-0-8 22-5-6 I 24-10-4 I 27 3.2 I 29-11-8 0-4- 2 4-8-12 7-5-10 2-7-10 2-7-8 2-2-4 2-4-14 2-4-14 2-4-14 2-8-6 Plate Offsets(X,Y)-- [4:0-5-8,0-2-121,[6:0.4-8,0-3-0),[7:0-3-8,0-3-01,[17:0-38,0-2.01,[18:0-2-0,0-2-01,[19:0-3-0,0-1-81,[21:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.94 Vert(LL) -0.17 22-23 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(TL) -0.34 22-23 >520 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.97 Horz(TL) 0.03 19 n/a n/a BCDL 5-0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.20 22-23 >888 240 Weight:182 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins, BOT CHORD 2x4 SP SS'Except' except end verticals. 13-20:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-0-5 oc bracing. WEBS 2x4 SP No.3'Except' WEBS 1 Row at midpt 4-23,2-24 6.21,6.18:2x4 SP No.1 REACTIONS. (lb/size) 13=1580/Mechanical,24=970/0-3-8,19=2788/0-5-8 Max Horz 24=505(LC 12) Max Uplift 13=-113(LC 9),24=-87(LC 8),19=-596(LC 12) Max Gray 13=1614(LC 22),24=974(LC 21),19=2788(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-1215/353,4-5=-726/631,5-6=-726/631,6.7=-908/1586,7-8=-821/680, 8-9=-821/680,9-10=-821/680,10-11=-1531/204,11-12=-1054/148,12-13=-1575/272 BOT CHORD 23-24=-584/604,22-23=-1997/3581,21-22=-2220/3606,19-21=-3270/1271, 18-19=-3270/1271,17-18=-1534/874,16-17=-680/821,15-16=-204/1531, 14-15=-148/1054 WEBS 2-23=-520/765,4-23=-3126/1448,2-4=-796/631,2-24=-894/318,4-21=-3396/1696, 5-21=-252/79,6-21=-2045/3964,6-19=-2598/1001,6-18=-390/2010,7-18=-972/249, 7-17=-561/2041,8-17=-537/150,12-14=-149/1066,11-14=-431/82,11-15=-104/520, 10-16=-905/379 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=3.Opsf;h=25ft;B=45ft;L=30ft;eave=4f1;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 29-9-12 zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 2x4 MT20 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)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 113 lb uplift at joint 13,87 lb uplift at joint 24 and 596 lb uplift at joint 19. 9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1038 lb down and 224 lb up at 9-9-12,and 1038 lb down and 224 lb up at 29-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 42-;onttnued on page 2 I►WARNING-Verify design pxemoters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.10103/2015 BEFORE USE. NI Design valid for use only with MllekiS connectors.firs design Is based only upon parameters shown,and Is for an individual bllding 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 br siding design. tVockng indicated Is to prevent buckling or Indlvkiust truss web and/or chord members k na only. Addltl tampr r.--rry and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal kWry and property damage. For general guidance regarding the kixicatkrn,storage,delivery,erectkn and bracing of trusses and truss systems.seeANSI/1PI I Quality Criteria,05849 and SCSI Bulking Component 6904 Parke East Blvd. Safety Information avalktle from truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job j Truss Truss Type Qty Ply T10022133 11623TOA • T21 Half Hip 4 Job Reference(optional) Buiftling Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:54 2016 Page 2 ID:Iv8R56ob3KYLbd9mi_ahGOyMfjS-I_zOaHtmCOPDhhmiFlaSCvU 1 ec62rRFp4T4W V NyAl83 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-100,4-12=-100,13-25=-10 Concentrated Loads(Ib) Vert:3=-1038 12=-1038 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-80,4-12=-80,13-25=-10 Concentrated Loads(Ib) Vert:3=-894 12=-894 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-20,4-12=-20,13-25=-30 Concentrated Loads(Ib) Vert:3=-607 12=-607 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-26=33,3-26=20,4-12=23,19-25=33,13-19=-6 Horz:1-26=-43,3-26=-30,3-4=12,1-25=17 • Concentrated Loads(Ib) Vert:3=224 12=224 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-27=20,3-27=33,4-29=23,12-29=30,19-25=33,13-19=-6 Horz:1-27=-30,3-27=-43,3-4=-37,1-25=-32 Concentrated Loads(Ib) Vert:3=224 12=224 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-35,4-12=-32,19-25=-4,13-19=-10 Horz:1-3=15,3-4=-15,1-25=-20 Concentrated Loads(Ib) Vert:3=-570 12=-570 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-35,4-12=-32,19-25=-4,13-19=-10 Horz:1-3=15,3-4=34,1-25=28 Concentrated Loads(Ib) Vett:3.667 12=-667 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=5,4-5=24,5-10=14,10-12=11,19-25=14,13-19=-6 Horz:1-3=-15,3-4=-11,1-25=15 Concentrated Loads(Ib) Vert:3=28 12=28 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(p11) Vert:1-3=10,4-28=14,12-28=24,24-25=-6,19-24=14,13-19=-6 Horz:1-3=-20,3-4=-26,1-25=-18 Concentrated Loads(Ib) Vert:3=28 12=28 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-28,4-12=-21,19-25=10,13-19.10 Horz:1-3=8,3-4=31,1-25=25 Concentrated Loads(Ib) Vert:3=-644 12=-644 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-10,4-12=-21,24-25=-10,19-24=10,13-19=-10 Horz:1-3=-10,3-4=-4,1-25=-7 Concentrated Loads(Ib) Vert:3=-501 12=-501 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=19,4-12=19,19-25=14,13-19=-6 Horz:1-3=-29,3-4=-34,1-25=-23 Concentrated Loads(Ib) Vert:3=-12 12=-12 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=8,4-12=8,24-25=-6,19-24=14,13-19=-6 Horz:1-3=-18,3-4=-24,1-25=-23 Concentrated Loads(Ib) Vert:3=-56 12.56 Continued on oaae 3 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI 7473 rev.1003/2016 BEFORE USE. Design valid for use only w1th MIte4i)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 verity the applicablity of design parameters and properly tocogx>rato this design Into the overall building design. (tracing IndP..ate:t is to prevent budding or dtvkhrol muss web card/:r chord members only. Additional temporary:71-.7 permanent tradng Mitek• Is always required for stability and to prevent coliopse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and huts systems,seeANSI/1P11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avak/Ole from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandrkt VA 22314. Tampa.FL 33610 L !Job 'Truss Truss Type Qty Ply 1162370A 1721 Half Hip 14 1 110022133 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:54 2016 Page 3 ID:Iv8R56ob3KYLbd9mi_ahGOyMfj5-1_zOaHtn1COPDhhmiFlaSCvU1 ec62rRFp4T4W VNyA183 LOAD CASE(S) Standard 14)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-21,4-12=-21,19-25=10,13-19=-10 Horz:1-3=1,3-4=6,1-25=-12 Concentrated Loads(Ib) Vert:3=-501 12=-501 15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-21,4-12=-21,24-25=-10,19-24=10,13.19=-10 Horz:1-3=1,3-4=6,1-25=-12 Concentrated Loads(Ib) Vert:3=-501 12.501 16)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(pif) Vert:1-3=-20,4-12=-20,13-25=-10 Concentrated Loads(lb) Vert:3=-463 12=-463 17)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-86,4-12=-81,19-25=5,13-19=-10 Horz:1-3=6,3-4=23,1-25=19 Concentrated Loads(Ib) Vert:3=-1030 12=-1030 18)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pli) Veil:1-3=-73,4-12=-81,24-25=-10,19-24=5,13-19=-10 Horz:1-3=-7,3-4=-3,1-25=-5 Concentrated Loads(Ib) Vert:3=-922 12=-922 19)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-81,4-12=-81,19-25=5,13-19=-10 Horz:1-3=1,3-4=5,1-25=-9 Concentrated Loads(lb) Vert:3=-922 12=-922 20)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(Of) Vert:1-3=-81,4-12=-81,24-25=-10,19-24=5,13-19=-10 Holz:1-3=1,3-4=5,1-25=-9 Concentrated Loads(Ib) Veil:3=-922 12=-922 21) 1st Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1-3=-100,4-12=-20,13-25=-10 Concentrated Loads(Ib) Vert:3=-1038 12=-1038 22)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1-3=-20,4-12=-100,13-25=-10 Concentrated Loads(Ib) Vert:3=-1038 12=-1038 23)3rd Dead+0.75 Root Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1-3=-80,4-12=-20,13.25=-10 Concentrated Loads(Ib) Vert:3=-894 12=-894 24)4th Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-3=-20,4-12=-60,13-25=-10 Concentrated Loads(Ib) Vert:3=-894 12=-894 _ r a WARNING-Varity design peramabn and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MN-7473 rev.10103/2015 BEFORE USE. Design valid for use only with Mifekei connectors.iris design is based only upon parameters shown,and is to an Erdiv dual 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 PreN•.ffng deskin. &oiling Indicated Is to prevent buckling or IndIsidiral truss web and/or chord members only. Ad7114 nal temporary an,1 p-erm•.ment bror.:Ing MiTek• is always required for stability and to prevent collapse with possible personal him and property damage. For general guidance regarding the fabrication,storage,defNery,erection and tracing of trusses and truss systems,seeANSI/1P11 Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. ---- Tampa,FL 33610 Job Truss Truss Type Oty Ply T10022134 11623T0A ' T22 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:55 2016 Page 1 ID:Iv8R56ob3KYLbd9mi_ahGOyMfj5-mBXmnduOziX4JrLupS5hk71FCOSFax3yJ7g31pyA182 I 5-0-12 i 9.10.0 I 12-6-2 15-2.4 17-8-12 i 21-0-14 23.17.6 26-9-13 29.10.0 l 5-0-12 4-9-4 2.8.2 2-8-2 2.6.8 3-4-2 2-10-7 2-10-7 3-0.3 Scale=1:58.4 Special 3 6.00 12 2 24 23 4x5 1 Special r` 4x5= 6x8= 4x5= 4x6= - v 5 6 7 8 9 10 11 111' .1 y _IL a ....•'•---.-.-!•.!• ••• 3x5 • •rr• -•-••--- •• •• -•••...•.•••.••.- 4x516 15 14 13 12 22 21 20 19 18 17 4x5= 4x5= 4x5= 4x6= 3x6= 5.0.12I 12.6.2 15-2-4 154-017.8.12 I 21-0-14 23-11-6 26-9-13 29-10-0 I 5-0-12 7-5-6 2-8-2 0-V12 2-4-12 3.4.2 2-10-7 2-10-7 3-0-3 Plate Offsets(X,Y)•- j7:0-3-0,0-3-01,111:0-2-0,0-2-01,[12:0-2-0,0-1-0E113:0-2-0,0-2-01 120:0-2-8,0-0-4] LOADING (psi) I SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Ud PLATES GRIP TCLL 40.0 I Plate Grip DOL 1.00 TC 0.76 Verl(LL) -0.16 14-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.85 Ver(TL) -0.25 14-15 >685 240 BCLL 0.0 ' Rep Stress Inco NO WB 0.81 Horz(TL) 0.03 12 n/a n/a 11 BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Weight:152 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 15-4-0 except(jt=length)12=Mechanical. (Ib)- Max Horz 22=409(LC 12) Max Uplift All uplift 100 lb or less at joint(s)12,19 except 22=-120(LC 10),21=-352(LC 12),17=-132(LC 9) Max Gray All reactions 250 lb or less at joint(s)except 20=616(LC 17),12=1801(LC 1),22=310(LC 12),21=726(LC 17),19=271(LC 1),17=1065(LC 22),17=1064(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-308/222,4.20=-532/0,3-4=-433/0,4-5.197/278,5.6.197/278,6.7.1203/427, 7-8=-2430/537,8-9=-2430/537,9-10=-2430/537,10-11=-1678/336,11-12.1764/103, 1-22=-356/187 BOT CHORD 21-22=-467/347,19-20=-278/197,17-19=-278/197,16.17=-278/197,15-16=-440/1289, 14-15=-537/2430,13-14=-336/1678 WEBS 2-21=-572/217,5-19=-275/100,6-17=-927/136,6-16=-187/1510,7-16=-618/102, 7-15=-141/1204,8-15=-325170,9-14=-260/78,10-14=-223/800,10-13=-567/145, 11-13=-338/1696,1-21=-257/392 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=3.Opsf;h=25ft;B=4511;L=30ft;eave=411;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0.1-12 to 3-1-12,Interior(1)3-1-12 to 29-8-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 2x4 MT20 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,with BCDL=5.Opsf. 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)12,19 except (jtdb)22=120,21=352,17=132. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Ver:1-3=-100,4-11=-100,12-22=-10 Continued on vane 2 A WARNING•VerIly design panunetms and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Md-7473 rev.1W03/2015 BEFORE USE. mill Design valid for use only with Miteks connectors.This design is based only upon ixxarneters shown,and 5 for an ksdlvkirla bolding component.not a truss system.Before use,the building designer must verily the applicability of design pxarnreters and properly incorporate this design Into the overall balding design. fixing 8sYkcated Is to prevent bucking or IndvkItral rums wear: ,n:S/er chord members only. Addditk,nal term,•.racy and FNnrnoneant rsacIng MiTek' is always required for stabllly and to prevent collapse with possible personal Injury aril properly damage. For gonad gukf ax:e regarding the katrlcatlon storage,delivery,erection and bracing of trusses and truss systems,seeANSI/FPI l Quality Criteria.058.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdkttrle Corn Truss Plate Institute.218 N.Lee Sheet.Suite 312.Alexarxlrla,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply • 110022134 11623T0A T22 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:56 2016 Page 2 ID:Iv8R56ob3KYLbd9mi ahGOyMfj5-EN59?zvOkOfxw?w4NAcwHKaQyOoUJO16YnacZFyA181 LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-248 11=-1038 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED AUTEK REFERANCE PAGE MR-7473 rev.10/93/2015 BEFORE USE. imn• Design valid for use only with MnelcS 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 aprAk-abillty of design parameters and property incorporate this design Into the overall building:design. Fuming loll..sled K to prevent buckling oI indlvxdny tams wen and/or chord members only.Acialtro c-,r tern{:,,Tory..n.:1 permanent brac.Uvr MiTek' Is always required for stability and to prevent collapse with possbie personal injury and property danage. For general guidance rngardng tae fabrication,storage.delivery,erection and brach of trusses and truss systems.seeANSI/WP11 Qua ly Criteria,DSB-89 and SCSI Building Component I 6904 Parke East Blvd. Safely Information avciable from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tarrpa.FL 33610 Job Truss Type Qty Ply 110022135 1162370A T23 Half Hip 1 1 Job Reference(optional) Bulling Component Supp Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:57 2016 Page 4 I D:N8R56ob3KYLbd9mi_ahGOyMfj5-iZfXCIveVJnnY9UHwt89gY6bDg7_2p0FmRJA5IIyA180 5-0-12 9.10.0 13-3-5 16-8-11 19-5-3 21-11-15 24-6-12 27-1-8 , 29-10-0 , • 5-0-12 I 4-9-4 I 3-5-5 3-5-5 I 2-8-8 i 2-6-12 I 2-6-12 I 2-6-12 ' 2-8-8 Scale=1:62.8 Special 2x4 I' 6.00 1-2 3 2 25 G 24 1 • 8x12= 712x4 11 3x6= 2x4 11 2x4 I Special v I 6x1 = 5 6 8 9 10 ti 12 ik1t2 ' . ��rrte. Iv 23 22 21 20 19 18 17 16 15 14 13 2x4 II 5x12= 2x4 ! 7x14 MT2OHS= 3x6 6x6= 2x4 I 3x4 II I 5-0-12 13-3-5 I 16-8-11 , 19-5-3 121-11-15 I 24-6-12 , 27-1-8 29-10-0 5-0-12 8-2-9 3-5-5 2-8-8 2-6-12 2-6-12 ` 2-6-12 ' 2-8-8 Plate Offsets(X,Y)-- 13:0-2-0,0-0-12),14:0-5-8,0-2-12),[17:0-3-0,0-2-12),[20:0-4-0,Edge) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 1 Vert(LL) -0.30 21-22 >658 360 MT20 244/190 Lumber DOL 1.00 BC 0.96 Vert TL -0.57 21-22 >349 240 MT2OHS 187/143 TCDL 10.0 (( ) BCLL 0.0 ' Rep Stress Ina NO WB 0.91 Horz TL) 0.05 18 rVa n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.17 21-22 >999 240 Weight:177 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins, 7-12:2x4 SP SS except end verticals. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 2-9-1 oc bracing. WEBS 2x4 SP No.3'Except' WEBS 1 Row at midpt 4-22,2-4 3-21,4-22,6-17:2x4 SP No.2,4-20,6-20:2x4 SP No.1 REACTIONS. (lb/size) 13=1451/Mechanical,23=1118/0-4-0,18=2755/0-5-0 Max Horz 23=409(LC 12) Max Uplift 18=-278(LC 12) Max Gray 13=1499(LC 22),23=1118(LC 1),18=2755(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-836/0,3-4=-1212/72,4-5=-1492/367,5-6=-1492/367,6-8=-135/1429, 8-9=-135/1429,9-10=-135/1429,10-11=-1037/429,11-12=-773/196,12-13=-1461/25, 1-23=-1108/0 BOT CHORD 22-23=-467/346,21-22=-853/5086,20-21=-1101/5217,18-20=-2959/480, 17-18=-3796/635,16-17=-1429/135,15.16=-429/1037,14-15=-196/773 WEBS 2-22=-152/578,4-22=-4535/476,2-4=-1000/336,4-20=-3886/764,5-20=-350/98, 6-20=-893/4691,6-18=-2893/534,6-17=-529/3209,8-17=-652/128,10-16=-1708/290, 11-15=-276/285,11-14=-326/100,12-14=-199/769,1-22=0/866 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=3.Opsf;h=25ft;B=45ft;L=30ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 29-8-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise Indicated. 5)All plates are 4x5 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'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(jt=lb) 18=278. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Continued on naae 9 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE 115.7473 rev.•093/2015 BEFORE USE. ilkDesign valid for use only with Mllekc 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 app lcablity of design parameters and properly incorporate this design Into the overall M aiding design. KA-icing Inl^,abed Is Ic:prevent tickling or I k-WM(1 In Ifs weh on-1/or chord mambers only. AchittIon l tamr.orary and permanent br ding MiTek' i Is always required for stability and to prevent collapse with possible personal Wry and properly damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems.seeANSI/IPI l Quality Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate institute,218 N.Lee Sheet.Suite 312.Alexandria-VA 22314. Tampa.FL 33610 IJob ITruss Truss Type Qty Ply T10022135 11623T0A • T23 Half Hip 1 1 Job Reference(optional) Suiting Component Supply. Jacksonville,Ft 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:57 2016 Page 2 I D:Iv8R56ob3KYLbd9mi_ahGOyMtjS-iZfXCIveVJnnY9UHwt89gY6bDg7_2pOFmRJA5iyAl80 LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-3=-100,4-12=-100,13-23=-10 Concentrated Loads(Ib) Vert:3=-1038 12=-1038 ©WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.1002x2015 BEFORE USE. Design valid for use only with Mi deka:connectors.fils deslgi Is based only upon parameters shown,and is for an fodidd or bolding component,not , a truss system.Before use,the balding designer must verity the app,cabNity of desk')parameters and properly Incorporate nth dosign Into the overall bri:Ano:resign. Bracing Indi::ate:1 is to prevent buckling or Int Svkluat truss web and/or ah rd membersAdditional only. lrxnfxr.• :rnry ane erm•:7r ent I-.4.4.-.II-.4.4.-I-.4.4.-.IngMiTek• Is always req ired for stability and to prevent collapse with possible personal FUy and property damage. for general faticknce regarding the fabrication,storage,delivery.erection and bracing of trusses and Muss systems,seeANSVTPt1 Quality Criteria,DSB-69 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Salle 312 Atexandrla•VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T1002213611 11623TOA . T24 HALF HIP 1 1 Job Reference(optional) Building Component Supp Jacksonville,Ft 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:58 2016 Page 1 ID:Iv8R56ob3KYLbd9miahGOyMfj5-AmDVQewHGdveAI3T UbfOMIIjvES7nFIP?53je8yAl8? 5-0-12 9-10-0 12-8-2 15-6-3 18-4-5 21-3-10 24-1-2 26-10-11 29-10-0 5-0-12 4-9-4 l 2-10-2 I 2-10-2 2-10-2 l 2-11-5 I 2-9-9 2-9-9 2-11-5 Scale=1:61.9 Special 2x4 II 6.00 12 3 4x5 2 24 23 4x5 1.1. 1\11, Special 2x4 II 4x10= 10x14= 2x4 I 2x4 II 4x5= 4x5= 6x12= 5 6 7 8 9 10 11 inea tl 1 222 21 20 19 18 17 16 15 14 13 12 2x4 I5x12= 2x4 .1 3x6= 4x10= 3x4 4x6= 4x5= 4x5= 2x4 .1 4x12= 5-0-12I 12-8-2 I 15-6-3 I 18-4-5 21-3-10 I 24-1-2 26-10-11 29-10-0 5-0-12 7-7-6 2-10-2 2-10-2 2-11-5 2-9-9 2-9-9 2-11-5 Plate Offsets(X,Y)-- [4:0-5-8,0-2-121,[6:0.3-8,0-2-01,[7:0-6-0,Edge),[15:0-2-8,0-2-01,[17:0-3-12,0-2-01,[19:0-2-12,0-2-01 LOADING (psf) SPACING- 1-7-3 I CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 I TC 0.92 Vert(LL) -0.36 20 >611 360 MT20 244/190 TCDL 10.0 ; Lumber DOL 1.00 BC 0.96 Vert(TL) -0.66 20 >330 240 BCLL 0.0 * Rep Stress Incr NO 1 WB 1.00 Horz(TL) 0.05 16 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.19 20 >999 240 i Weight:177 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-9-7 oc purlins, /11:2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied or 1-9-7 oc bracing. 18-22:2x4 SP SS WEBS 1 Row at midpt 4-21,2-4 WEBS 2x4 SP No.3*Except* 4-21,6-19,7-17,7.15:2x4 SP No.2 REACTIONS. (lb/size) 12=1050/Mechanical,22=1021/0-4-0,16=2207/0-5-0 Max Horz 22=327(LC 12) Max Uplift 16=-224(LC 12) Max Gray 12=1094(LC 22),22=1021(LC 1),16=2207(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-774/0,3-4=-979/57,4-5=-3230/665,5-6=-3230/665,6-7=401/117,7-8=-131/1093, 8-9=-131/1093,9-10=-131/1093,10-11=-486/212,11-12=-1096/5,1-22=-1015/0 BOT CHORD 21-22=-373/277,20-21=-873/5170,19-20=-1071/5298,17-19=-117/401,16-17=-2933/503, 15-16=-2933/503,14-15=-1093/131,13-14=-212/486 WEBS 2-21=-148/607,4.21=-4662/560,2-4=-939/293,4-19=-2228/430,6-19=-584/3013, 6-17=-1231/243,7-17=-660/3551,7-16=-2207/409,7-15=-395/2364,8-15=-520/103, 10-14=-1159/211,11-13=-211/498,1-21=0/818 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.Opsf;BCDL=3.Opsf;h=25ft;8=45ft;L=30ft eave=4th Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 29-8-4 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) 16=224. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-3=-80,4-11=-80,12-22=-8 Continued on Daae 2 A WARNING-Vanity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 6111-7473 rev.10/03/2015 BEFORE USE. lil • Design valid for use only with Mnek4o connectors.This design Is bossed only upon parameters shown,and is for an Individual[wilding component,not a truss system.Before see,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall handing design. fkoc ng Indicated e to prevent buckling or tndNl7rxk tees web and/or chord members only. Addltkrtal temp.:,rray and perrncrnent bracing MiTek' is always required to stability and to prevent collapse with possble personal Inlay and property damage. For general guidance regarding the fabrication,storage,delNery,erection and bracing of trusses and truss systems.seeANSI/IP11 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Trus Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tanya.FL 33610 Job Truss Truss Type ;Qty Ply e 710022136 111623TOA T24 HALF HIP .1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:58 2016 Page 2 I D:Iv8R56ob3 KYLbd9m i_ahGOyMfj 5-Am DvQewHGdveAl3TUbfOMlfjvES7nFl P?53je8yAl8? LOAD CASE(S) Standard Concentrated Loads(Ib) Ver:3.-840 11=-840 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED Mf7EK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. I 11111If Design vaki for use only with MI1eirD connectors.this design is based only upon parameters shown,and Is for an inalMNdual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. staring indicated Is to prevent buckling of irdivkli raI truss wen and/or<.hh-,r•.-1 members only. Additional temporary and permanent bra><:Ing MiTek* is always required tor skit-Ally and to prevent collapse with possible persona Inlay and property damage. Far genera guidance regarding the I fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPl1 Quty Criteria,OSB-89 and SCSI Building Component6904 Parke East Blvd. Safety Information avallanle from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. I Tampa.FL 33610 Job Truss Truss Type Qty Ply T10022137 11623T0A • HALF HIP 1 \v/ Job Reference(optional) Buitding Component Suppl , Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:59 2016 Page 1 I D:Iv8R56ob3KYLbd9mi_ahGOyMfj5-eynHd_xv1 x1 VnSe121AdvzCt4dooW IMYEloHAayA18_ 5-0.129.10.0 12-10-1 15-10-3 18-10-4 21-8-1 24-4-2 27-0-3 , 29-10-0 I 5-0-12 4-9-4 3-0-1 I I 3-0-1 3-0-1 2-9-13 2-8-1 I 2-8-1 2-9-13 Scale=1:61.9 Special 2x4 II 6.00 I12 3 4x5 i 2 25 24 4x5 i 1 5x12= Special n 2x4 1 5x6= 3x6= 2x4 11 2x4 1 4x5= 4x5= 4 \ 6x12 5 6 8 9 10 11 12 d70 -t .._— � "' 1 .- - yidu. —^ la 23 22 21 20 19 18 17 16 15 14 13 2x4 1I5x12= 2x4 I 3x6 4x10= 3x4 11 4x6= 4x5= 4x5= 2x4 5x12= 5-0-12 12-10-1 15-10-3 18-10-4 21-8-1 , 24-4-2 27-0-3 , 29-10-0 I 5-0-12 i 7-9-5 I 3-0-1 3-0-1 i 2-9-13 2.8.1 i 2-8-1 2-9-13 Plate Offsets(X,V)-- (4:0-5-8,0.2-12),16:0-2-0,0-2-81,18:0.4-12,0-2-0),116:0-2-8,0-2-01,[18:0-3-8,0.2-0),120:0-4-0,0-2-81 LOADING (psi) SPACING- 1-7-2 CSI. DEFL. in (loo) 1/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.96 • Vert(LL) -0.39 21 >577 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(TL) -0.72 21 >313 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.79 Horz(TL) 0.05 17 Na Na • BCDL 5.0 Code FBC2014/TPI2007 Matrix-MSL Wind(LL) 0.21 21 >999 240 Weight:177 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2"Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 7-12:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 1-4-4 oc bracing. BOT CHORD 2x4 SP No.2*Except' WEBS 1 Row at midpt 4-22,2-4 19-23:2x4 SP SS WEBS 2x4 SP No.3"Except' 4-22,8-16:2x4 SP No.2,6-20,8-18:2x4 SP No.1 REACTIONS. (lb/size) 13=996/Mechanical,23=1042/0-4-0,17=2222/0-3-8 Max Horz 23=326(LC 12) Max Uplift 17=-229(LC 12) Max Gray 13=1045(LC 22),23=1042(LC 1),17=2222(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-791/0,3-4=-968/60,4-5=-3398/701,5-6=-3398/701,6-8=-436/120,8-9=-172/1189, 9-10=-172/1189,10-11=-172/1189,11-12=-359/261,12-13=-1049/0,1-23=-1037/0 BOT CHORD 22-23=-372/276,21-22=-924/5361,20-21=-1125/5498,18-20=-120/436,17-18=-3101/544, 16.17=-3101/544,15-16=-1189/172,14-15=-261/359 WEBS 2-22=-155/632,4-22=-4841/609,2-4=-962/299,4-20=-2253/446,5-20=-263/78, 6.20=-616/3135,6-18=-1233/247,8-18=-702/3743,8-17=-2227/417,8-16=-396/2327, 9-16=-523/104,11-15.1255/233,12-14=-263/372,1-22=0/839 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=3.Opsh h=25ft;B=45ft;L=30ft;eave=4fh Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)C-C wind load user defined. 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)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) 17=229. 9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20.21,22,23,24 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Continued on Daae 2 l 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mn-7473 rev.10103r2015 BEFORE USE. Design valid for use only with Mileis S connectors.This design Is based only upon parameters shown,and is for an hdivldud bolding component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall 11111. 1-.46ding design. 8r xhg Indicated is to prevent rankling or rndlvldrrzt truss web axd/or chord members only. Additional temporary aw9 permanent tracing Milek" is always required for stability and to prevent collapse with possible rrirsonat hlury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality CdNria,038.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Teas Plate institute.218 N.Lee Sheet Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job iTruss Truss Type Oty Ply• T10022137 11623TOA 1125 HALF HIP 16 1 f Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:59 2016 Page 2 I0:Iv8R56ob3KYLbd9mi_ahGOyMl)5-eynHd_xvlxlVnSef2lAdvzCt4dooWIMYEloHAayAIB_ LOAD CASE(S) Uniform Loads(plf) Vert:1-3=-80,4-12=-80,13-23=-8 Concentrated Loads(lb) Vert:3=-830 12=-840 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-3=-64,4-12=-64,13-23=-8 Concentrated Loads(Ib) Veil:3=-715 12=-724 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-16,4-12=-16,13-23=-24 Concentrated Loads(lb) Vert:3=-484 12=-491 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-24=26,3-24=16,4-12=19,13-23=-5 Horz:1-24=-34,3-24=-24,3-4=-30 Concentrated Loads(Ib) Vert:3=-41 12=-45 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-25=16,3-25=26,4-28=19,12-28=24,13-23=-5 Horz:1-25=-24,3-25=-34,3-4=-30 Concentrated Loads(Ib) Vert:3=-41 12=-45 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3.28,4-12=-25,13-23=-8 Horz:1-3=12,3-4=27 Concentrated Loads(Ib) Vert:3=-532 12=-540 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-28,4-12=-25,13-23=-8 Horz:1-3=12,3-4=27 Concentrated Loads(Ib) Vert:3=-532 12=-540 8)Dead+0.6 MWFRS Wind(Pus.Internal)Lett:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=4,4-5=20,5-27=11,12-27=9,13-23=-5 Horz:1-3=-12,3-4=-8 Concentrated Loads(lb) Vert:3=-88 12=-92 9) Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=8,4-26=11,12-26=20,13-23=-5 Horz:1-3=-16,3-4=-20 Concentrated Loads(Ib) Vert:3=-88 12=-92 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-22,4-12=-17,13-23=-8 Horz:1-3=6,3-4=24 Concentrated Loads(Ib) Vert:3=-514 12=-521 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-8,4-12=-17,13-23=-8 Horz:1-3=-8,3-4=-4 Concentrated Loads(Ib) Vert:3=-399 12=-405 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=15,4-12=15,13-23=-5 Horz:1-3=-23,3-4=-27 Concentrated Loads(lb) Vert:3=-121 12=-125 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=7,4-12=7,13-23=-5 Horz:1-3=-15,3-4=-19 Concentrated Loads(Ib) Vert:3=-182 12=-187 14)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Continued on nage 3 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10M3/2015 BEFORE USE t)eslgn valid for use only with Milelss1 connectors.This design is based only upon parameters shown,and Is for an Individual txrlding component,not a truss system.Before use,the building designer must verify the applicability of design paameters and properly incorporate this design into the overall building design. Bracing indicated k to prevent buckling of indivkfrx-1 truss web and/or chord members only. Adrltk,rvs1 fen-p or ry and i:ormanent Froc.Ing MiTek' is always required for slcriilty and to prevent collapse with possible personal tryuay and properly damage. For general guidance regarding the ktxlc.atlon,storage,delNery,erection and bracing of trusses and truss systems.seeANSI/tPH Curly Criteria.DSB-89 and SCSI Bulling Component 6904 Parke East Blvd. Safely Information avdldble from Taus Plate institute.218 N.Lee Street.Suite 312.AlexcrxLkt VA 22314. Tampa.FL 33610 Job Truss Truss Type iQfy Ply I T10022137 11623TOA • T25 HALF HIP 15 11 !! Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:55:59 2016 Page 3 ID:Iv8R56ob3KYLbd9mi_ahGOyMfj5-eynHd_xv1 x1 VnSef2lAdvzCt4dooW IMYEloHAayA18_ LOAD CASE(S) Uniform Loads(pif) Vert:1-3=-17,4-12=-17,13-23=-8 Horz:1-3=1,3-4=5 Concentrated Loads(lb) Vert:3=-399 12=-405 15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-17,4-12=-17,13-23=-8 Horz:1-3=1,3.4=5 Concentrated Loads(Ib) Vert:3=-399 12=-405 16)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(pif) Vert:1-3=-16,4-12.16,13-23=-8 Concentrated Loads(Ib) Vert:3=-368 12=-375 17)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-69,4-12=-64,13-23=-8 Horz:1-3=5,3-4=18 Concentrated Loads(lb) Vert:3=-824 12=-834 18)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-58,4-12=-64,13-23=-8 Horz:1-3=-6,3-4=-3 Concentrated Loads(Ib) Vert:3=-737 12=-747 19)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-64,4-12=-64,13-23=-8 Horz:1-3=0,3-4=4 Concentrated Loads(Ib) Vert:3=-737 12=-747 20)Dead+0.75 Roof Uve(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-64,4-12.64,13-23=-8 Horz:1-3=0,3-4=4 Concentrated Loads(Ib) Vert:3=-737 12=-747 21) 1st Dead+Roof Uve(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1-3=-80,4-12=-16,13-23=-8 Concentrated Loads(Ib) Vert:3=-830 12=-840 22)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1-3=-16,4-12=-80,13-23=-8 Concentrated Loads(Ib) Vert:3=-830 12=-840 23)3rd Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-3=-64,4-12=-16,13-23=-8 Concentrated Loads(Ib) Vert:3=-715 12=-724 24)4th Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(p11) Vert:1-3=-16,4-12=-64,13-23=-8 Concentrated Loads(Ib) Vert:3=-715 12=-724 1 o WARNING-Verify design parameter*and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI67473 rev,10N3/2015 BEFORE USE. Design vdld for use only with Mileid)connectors.This design is based only upon parameters shown.and Is for an individual bolding component.not a treks system.Before use,the building designer must verify the k:aW Ity of design parameters and properly hcorprate this design into the overall IIII bulking design. Bracing hw1Ic oted Ls to prevent tx rrkllnO of IndIvkdrt:31 truss wet',oncik.,r ohx rd members only. A•,MitIonal temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal inlay and properly damage. For general lauldctnce regrading the 6904 Parke East Blvd.fa fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI t Qualify Criteria,OSB-89 and BCSI Building Component Safety Information available from Truss Rate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tanya.FL 33610 Job u-- Truss Type Ply i - 1 T10022138 11623TOA • 126 HALF HIP 1 1 j Job Reference(optional) Bufiding Component Supp Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:00 2016 Page 1 ID:Iv8R56ob3KYLbd9mi_ahGOyMfjS-68LfrKyXoE9MPcDrcOhsRAk3018EFCnhTPYgh1 yAt7z 5.0.12 [ 9-10-0 I 12-9-2 15-8-4 I 18-7-7 21-5-15 24-2-11 , 26-11-8 i 29-10-0 5-0-12 4-9-4 2.11.2 2-11.2 2-11-2 2-10-8 2-8-12 2.8-12 2-10-8 Scale=1:61.9 Special 2x4 i l 3 6.00 12 4x5 i 2 25 lit 4x51 • 5x12= Special 2x4 I 5x6= 3x6= 2x4 II 2x4 I I 4x5= 4x5= 6x12= 5 6 8 9 10 11 12 4rr 41 o i 23 22 21 20 i9 18 117 16 15 14 13 2x4 I5x12= 2x4 i, 3x6 4x10= 3x4 l 4x6= 4x5= 4x5= 2x4 II 5x12= 5.0-12 } 12-9-2 I 15-8-4 I 18-7-7 f 21-5-15 I 24-2-11 , 26-11-8 i 29-10-0 5-0-12 7-8-6 2.11-2 2-11-2 2.10-8 2-8-12 2.8-12 2-10-8 Plate Offsets(X,Y)-- [4:0.5-8,0-2-121,[6:0-2-0,0.2-8),[7:0-2-3,0-1-81,[8:0-5-0,0.2-41,[16:0-2-8,0-2-01,[18:0-3-8,0-2-01,[20:0-4-0,0-2-8) LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (hoc) Vdefl Lid i PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.95 I Vert(LL) -0.21 21 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(TL) -0.77 21 >287 240 BCLL 0.0 * Rep Stress Ina NO WB 0.78 Horz(TL) 0.05 17 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS I Wind(LL) 0.13 21 >999 240 Weight:177 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins, 7-12:2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 1-5-14 oc bracing. 19-23:2x4 SP SS WEBS 1 Row at midpt 4-22,2-4 WEBS 2x4 SP No.3`Except* 4-22,8-16:2x4 SP No.2,6-20,8-18:2x4 SP No.1 REACTIONS. (lb/size) 13=1021/Mechanical,23=1035/0-4-0,17=2222/0-4-15 Max Horz 23=327(LC 12) Max Gray 13=1068(LC 22),23=1035(LC 1),17=2222(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-785/0,3-4=-983/0,4-5=-3329/0,5-6=-3329/0,6-8=-415/93,8-9=0/1153, 9-10=0/1153,10-11=0/1153,11-12=-417/399,12-13=-1071/0,1-23=-1029/0 BOT CHORD 22-23=-374/276,21-22=0/5288,20-21=0/5421,18-20=-93/415,17-18=-3043/0, 16-17=-3043/0,15-16=-1153/0,14-15=-399/417 WEBS 2-22=0/625,4-22=-4773/0,2-4=-954/0,4-20=-2259/0,5-20=-258/71,6-20=0/3094, 6-18=-1238/0,8-18=0/3670,8-17=-2227/0,8-16=0/2357,9-16=-523/12,11-15.1217/0, 12-14=-406/430,1-22=0/831 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=3.0psf;h=25ft;8=4511;L=301t;eave=41t;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 29-8.4 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)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-80,4-12=-80,13-23=-8 Concentrated Loads(Ib) Vert:3=-840 12=-840 Continued on Daae 2 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10171/2015 BEFORE USE Design valid for use only with MIIekJ connectors.this design is based only upon parameters shown.and Is for an individual balding component.not mg a truss system.Before use,the building designer must verily the applicability of design parameters and property incorporate this design into the overall I rilding design. wooing Indkatedi Is to prevent buckling or in:OAilk-1 truss webs and/of chord members only.Ad,lti.-,nol temporary rr,c r perm int tracing ' MiTek' is always requited for stability and to prevent coliapse wtth possL4e personal ki Jy and property damage. For general guidance uytading the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Atexandrla VA 22314. Tanga.FL 33610 Job Truss Truss Type Ory Ply T10022138 11623TOA • T26 HALF HIP 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:00 2016 Page 2 I D:Iv8R56ob3KY Lbd9mi_ahG0yM1j5-68Lf rKyXoE9MPc DrcOhsR Ak3018E FCnhTPYgh t yAl7z LOAD CASE(S) Standard 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert 1-3=-64,4-12=-64,13-23=-8 Concentrated Loads(Ib) Vert:3=-840 12=-840 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-16,4-12=-16,13-23=-24 Concentrated Loads(Ib) Vert:3=-840 12=-840 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-24=26,3-24=16,4-12=19,13-23=-5 Horz:1-24=-34,3-24=-24,3-4=-30 Concentrated Loads(Ib) Vert:3=-840 12=-840 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-25=16,3-25=26,4-11=19,11-12=24,13-23=-5 Horz:1-25=-24,3-25=-34,3-4=-30 Concentrated Loads(Ib) Vert:3=-840 12=-840 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-2B,4-12=-25,13-23=-8 Horz:1-3=12,3-4=27 Concentrated Loads(Ib) Vert:3=-840 12=-840 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-28,4-12=-25,13-23=-8 Horz:1-3=12,3-4=27 Concentrated Loads(Ib) Vert:3=-840 12=-840 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=4,4-5=20,5-27=11, 12-27=9,13-23=-5 Horz:1-3=-12,3-4=-8 Concentrated Loads(Ib) Vert:3=-840 12=-840 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=8,4-26=11,12-26=20,13-23=-5 Horz:1-3=-16,3-4=-20 Concentrated Loads(Ib) Vert:3=-840 12=-840 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-22,4-12=-17,13-23=-8 Horz:1-3=6,3-4=24 Concentrated Loads(Ib) Vert:3=-840 12=-840 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-8,4-12=-17,13-23=-8 Horz:1-3=-B,3-4=-4 Concentrated Loads(Ib) Vert:3=-840 12=-840 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=15,4-12=15,13-23=-5 Horz:1-3=-23,3-4=-27 Concentrated Loads(Ib) Vert:3=-840 12=-840 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=7,4-12=7,13-23=-5 Horz:1-3=-15,3-4=-19 Concentrated Loads(Ib) Vert:3=-840 12=-840 14)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-17,4-12=-17,13-23=-8 Horz:1-3=1,3-4=5 Concentrated Loads(Ib) Vert:3=-840 12=-840 Continued on Daae 3 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.10/032015 BEFORE USE. Design valid for use only with Mllek5 connectors.Ibis design Is based only upon parameters shown.and Is for an individual building component,not a truss system.Before use.the txsikmng designer must verify the applicablity of design parameters and properly Incorporate this design Into the overall building design. Bracing rn rk-.ated is to prevent buckling or lrrclMdual thus web and jor cherrs members only. Additional tamp nx xy and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Inky end property damage. For general guidance regarding the fabrication.storage,delivery-erection end bracing of trusses and truss systems,seeANSUTPI I Quality CMerla,DS8-89 and BCSI Building Component 6904 Parke East Sid. Safely Information avdldie from Truss Plate Institute,218 N.Lee Sheet.Suite 312.Alexa dria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Ory Ply 710022138 11623TOA T26 HALF HIP 1 1 Job Reference(ektional) Bolding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:00 2016 Page 3 I D:Iv8R56ob3KYLbd9mi_ahGOyMfj5-68LirKyXoE9MPcDrcOhsRAk3018EFCnhTPYgh1 yA17z LOAD CASE(S) Standard 15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-17,4-12=-17,13-23=-8 Horz:1-3=1,3-4=5 Concentrated Loads(Ib) Vert:3=-840 12=-840 16)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(pif) Vert:1-3=-16,4-12=-16,13-23=-8 Concentrated Loads(lb) Vert:3=-840 12=-840 17)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pH) Vert:1-3=-69,4-12=-64,13-23=-8 Horz:1-3=5,3-4=18 Concentrated Loads(Ib) Vert:3=-840 12=-840 18)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-58,4-12=-64,13-23=-8 Horz:1-3=-6,3-4=-3 Concentrated Loads(Ib) Vert:3=-840 12=-840 19)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-64,4-12=-64,13-23=-8 Horz:1-3=0,3-4=4 Concentrated Loads(ib) Vert:3=-840 12=-840 20)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-64,4-12=-64,13-23=-8 Horz:1-3=0,3-4=4 Concentrated Loads(Ib) Vert:3=-840 12=-840 21) 1st Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(p11) Vert:1-3=-80,4-12=-16,13-23=-8 Concentrated Loads(Ib) Vert:3=-840 12=-840 22)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pIf) Vert:1-3=-16,4-12=-80,13-23=-8 Concentrated Loads(Ib) Vert:3=-840 12=-840 23)3rd Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1-3=-64,4-12=-16,13-23=-8 Concentrated Loads(Ib) Vert:3=840 12=-840 24)4th Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-3=-16,4-12=-64,13-23=-8 Concentrated Loads(Ib) Vert:3=-840 12=-840 • a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10/03/2015 BEFORE USE mit Design valid for use only with Mllekis connectors.Ibis design Is lased only upon parameters shown.and is les an individual bolding component,not a truss system.Before use,the binding designer must verily the applicability of design parameters and properly Incorporate This design Into the overall building design. Bracing inYbated is to prevent bk:kting In tvmikat truss web and/or chord members only. Addltlinr.9 temporary and permanent ta:k-.Ing MiTek' is always requ ked for stability and to prevent collapse with possible personal injury and properly damage. For general guidance warring the faricatlon.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/I%1 Quality Criteria,0S8-89 and SCSI Bullring Component 6904 Parke East BNd. Safely IMormalton available from Truss Plate institute.218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job ru Truss Type Ory Ply T10022139 1162370A • T27 HALF HIP 1 1 Job Reference(optional) 6i/riding Component Supp Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc- Fri Dec 09 08:56:02 2016 Page 1 ID:Iv8R56ob3KYLbd9mi_ahGOyMfj5-3XSQFOznKsP4fwNEjRjKXbgNtrrsj4t_wj 1 xmvyAl7x 5-0.12I 9-10.0 1 13-5-2 17-0-4 20-3-9 23-5-2 26-6-11 I 29-10-0 5-0-12 4-9-4 3-7-2 3-7-2 3-3-5 3-1.9 3-1-9 33.5 Scale=1:62.4 Special 2x4 II 6.00 NY 3 4x5.:::- 2 2 23 22 4x5 r: 1 5x12_ Special 2x4 II 3x6= 2x4 11 2x4 I 4x5= 4x5= 10x14= 5 6 8 9 10 11 elk 4- Elii‘. __ _____.'il..••••42Nlirgeleriir"Wor""-;'"4".......-millill Imii , -.:111Pii. 411.:-.1111...'-..010.11120 1'7 Y=1.1r<a� 21 20 19 18 17 16 15 14 13 12 2x4 114x10= 2x4 1! 10x14= 3x6 4x6= 4x5= 4x5= 2x4 II 3x4 II 5-0-12 13-5-2 17-0-4 20-3-9 23-5-2 26-6-11 29-10-0 5-0-12 i 8-4-6 { 3-7-2 i 3-3-5 3-1-9 ' 3.1.9 + 3-3-5 Plate Offsets(X,Y)-- [6:0-5-4,0-2-01,[15:0-2-4,0-2-01,[20:0-2-4,0-2-01 ___ LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udell lid PLATES GRIP TCLL 40.0 1 Plate Grip DOL 1.00 TC 0.99 Vert(LL) -0.29 19 >704 360 MT20 244/190 TCDL 10.0 • Lumber DOL 1.00 BC 0.85 Vert(TL) -0.54 19-20 >375 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.93 Horz(TL) 0.04 16 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.16 19 >999 240 Weight:176 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-7 oc purlins, BOT CHORD 2x4 SP SS'Except' except end verticals. 12-17:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-0-13 oc bracing. WEBS 2x4 SP No.3*Except' WEBS 1 Row at midpt 4-20 1 4-20,6-15:2x4 SP No.2,4-18,6-18:2x4 SP No.1 REACTIONS. (lb/size) 12=1180/Mechanical,21=944/0-4-0,16=2154/0-4-15 Max Horz 21=327(LC 12) Max Uplift 16=-217(LC 12) Max Gray 12=1214(LC 22),21=944(LC 1),16=2154(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-710/0,3-4=-979/57,4-5=-1615/364,5-6=-1615/364,6-8=-147/784,8-9=-147/784, 9-10=-147/784,10-11=-841/191,11-12=-1209/29,1-21=-937/0 BOT CHORD 20-21=-373/277,19-20=-754/4508,18-19=-954/4628,16-18=-2421/401,15-16=-2421/401, 14-15=-784/147,13-14=-191/841 WEBS 2-20=-132/521,4-20=-4040/448,2-4=-856/279,4-18=-3138/613,5-18=-295/82, 6-18=-797/4202,6-16=-2154/399,6-15=-399/2433,8-15=-470/97,10-14=-902/163, 11-13=-192/847,1-20=0/742 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.Opsh BCDL=3.0ps1;h=25ft;B=45ft;L=30ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 29-8-4 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) 16=217. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-80,4-11=-80,12-21=-8 Concentrated Loads(Ib) Vert:3=-840 11=-840 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 for use only with MlielcV connectors.This design Is based only upon parameters shown,and Is for on IndlvkAwl betiding component not a truss system.Before use,the building designer must verify the appilcabtily of design parameters and property Incorporote this design Into the overall MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 4 Parke East Blvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/1Pi 1 Quality Criteria. DSB-89 and BCSI Building Component Tampa, Et 0 Safety Information mailable from Teas Rate Institute,218 N.Lee Street Suite 312.Alexandria VA 22314. Job Truss Type Qty Ply r T10022140 1 1 i 1 11623TOA HALF HIP I Job Reference(optional) Btfiding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:03 2016 Page 1 ID:Iv8R56ob3KYLbd9mi_ahGOyMfj5-Xj0oTM_P59YxG4yQH8FZ3pMZnFAUSW f389NmU IMyAl7w 5-0-12 9-10.0 12-7-10 15-5-4 . 18-2-15 21-2-9 24-0-7 2610-6 29-10-0 5-0-12 f 4-9.4 2-9-10 i 2-9-10 2-9-10 2-11-10 2-9-14 i 2-9.14 i 2-11-10 Scale=1:61.9 Special 2x4 II 3 6.00 12 4x51 2 24I 23I 4x5:000••••••0110.1.1.1111°C11111°1111.11.1.11.11.1.1.11°15 41 Special 1,&40.) 2x4 II 4x10= 10x14= 2x4 II 2x4 I 4x5= 4x5= 6x12= 5 6 7 8 9 10 it 22 21 20 19 18 17 16 15 14 13 12 2x4 ;I 3x6= 3x4 II 2x4 II 5x12= 2x4 I 4x10= 4x6= 4x5= 4x5_ 4x12= I 5-0-12 12-7-10 I 15-5-4 i 18-2-15 , 21-2-9 I 24-0-7 I 26-10-6 I 29-10-0 5-0-12 7-6-14 2-9-10 2-9-10 2-11-10 2-9-14 2-9-14 2-11-10 Plate Offsets(X,Y)-- [4:0-5-8,0-2-12],[6:0-3-8,0.2-0],[7:0-6-4,Edge],[15:0-2.8,0-2-0],[17:0.4-0,0-2.01,[19:0-3-0,0-2-01 LOADING (psi) SPACING- 1-7-3 CSI. , DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.92 Vert(LL) -0.35 20 >624 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(TL) -0.65 20 >337 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.99 Horz(TL) 0.05 16 n/a n/a BCDL 5.0 I Code FBC2014/TPI2007 Matrix_MS l Wind(LL) 0.19 20 >999 240 Weight:177 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2.10.0 oc purlins, 7-11:2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 1-10-4 oc bracing. 18-22:2x4 SP SS WEBS 1 Row at midpt 4.21,2.4 WEBS 2x4 SP No.3'Except* 4-21,4-19,6-19,7-17,7-15,10-14,11-13:2x4 SP No.2 REACTIONS. (lb/size) 12=1061/Mechanical,22=1014/0-4-0,16=2203/0-4-15 Max Horz 22=327(LC 12) Max Uplift 16=-223(LC 12) Max Gray 12=1105(LC 22),22=1014(LC 1),16=2203(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-768/0,3-4=-979/57,4-5=-3174/655,5-6=-3174/655,6-7=-384/114,7-8=-123/1075, 8-9=-123/1075,9-10=-123/1075,10-11=-517/201,11-12=-1106/7,1-22=-1008/0 BOT CHORD 21-22=-373/277,20-21.862/5111,19-20=-1061/5241,17-19=-114/384,16-17=-2902/497, 15-16=-2902/497,14-15.1075/123,13-14=-201/517 WEBS 2-21=-147/599,4-21=-4606/550,2-4=-931/292,4-19=-2229/430,6-19=-577/2976, 6-17=-1229/242,7-17=-652/3506,7-16=-2203/408,7-15=-396/2376,8-15=-520/104, 10-14=-1145/209,11-13=-200/531,1-21=0/811 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l3Omph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=3.Opsf;h=251t;B=45ft;L=30ft;eave=4it;Cat. It;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.1-12 to 3.1-12,Interior(1)3-1-12 to 29-8-4 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) 16=223. 8)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24 has/have been modified.Building designer must review toads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Continued on nage 2 , A WARNING-Verify design patentee's and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/F7473 rev.10/032015 BEFORE USE. idll Design valid for use only with tvtilekS connectors.This design Is based only upon parameters shown,and Ls fa on kWlvkival bolding component,not a truss system.Before use,the building designer must verity the applicability of design parameters and property hcortxxalo this design into the overall Wilding design. 12i-icing Iddk:ated is to prevent hackling of Individual truss web a d/r r chord members only. Adi3tb:,n.s temtrmry and permanent bra:ing MiTek• Is always regaled for stability and to prevent collapse with possible personal injury and properly damage. For general guldarco regarding the East Blvd. tabrlcatbn,storage.delivery,erection and tracing of trusses and truss systems.seOANSI/TPI I Quality Criteria,058-89 and BCSI Building Component 6904 Parke Tanya.04 FL Est 0 Safety information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Job Truss Truss Type Ory Ply T10022140 1162370A • T28 HALF HIP 1 1 Job Reference(optional) Budding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:03 2016 Page 2 ID:lv8R56ob3KYLbd9mi_ahGOyMfj5-XjOoTM_P59YxG4yQH8FZ3pMZnFAUSW B89NmUIMyAl7w LOAD CASE(S) Standard Uniform Loads(pif) Vert:1-3=-80,4-11=-80,12-22=-8 Concentrated Loads(Ib) Vert:3=-840 11-840 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1-3=-64,4-11=-64,12-22=-8 Concentrated Loads(Ib) Vert:3=-724 11=-724 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-3.16,4-11=-16,12-22=-24 Concentrated Loads(Ib) Vert:3=-491 11=-491 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-23=26,3-23=16,4-11=19,12-22=-5 Horz:1-23=-34,3-23=-24,3-4.30 Concentrated Loads(Ib) Vert:3=-45 11=-45 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-24=16,3-24=26,4-10=19,10-11=24,12-22=-5 Horz:1-24=-24,3-24=-34,3-4=-30 Concentrated Loads(Ib) Vert:3=-45 11=-45 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-28,4-11=-25,12-22=-8 Horz:1-3=12,3-4=27 Concentrated Loads(Ib) Vert:3=-540 11=-540 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-28,4-11=-25,12-22=-8 Horz:1-3=12,3-4=27 Concentrated Loads(Ib) Vert:3=-540 11=-540 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber increase=1.60,Plate Increase-1.60 Uniform Loads(pit) Vert:1-3=4,4-5=20,5-26=11,11-26=9,12-22=-5 Horz:1-3=-12,3-4=-8 Concentrated Loads(Ib) Vert:3=-92 11=-92 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=8,4-25=11,11-25=20,12-22=-5 Horz: 1-3=-16,3.4=-20 Concentrated Loads(ib) Vert:3=-92 11=-92 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-22,4-11=-17,12-22=-8 Horz:1-3=6,3-4=24 Concentrated Loads(Ib) Vert:3=-521 11=-521 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-8,4-11=-17,12-22=-8 Horz:1-3=-8,3-4=-4 Concentrated Loads(ib) Vert:3=-405 11=-405 12) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=15,4-11=15,12.22=-5 Horz:1-3=-23,3-4=-27 Concentrated Loads(Ib) Vert:3=-125 11=-125 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=7,4-11=7,12-22=-5 Horz:1-3=-15,3-4=-19 Concentrated Loads(Ib) Vert:3=-187 11=-187 14)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 irontinyed on nage 3 0 WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.I0/V3@015 BEFORE USE. Design vdki for use only with MIIekb connectors.This design Is based only upon parameters shown.and Is for an tndMdual building component.not a truss system.Before use,the building designer must verify the appllcablity of design parameters and properly incorporate this design Into the overdl la Irit:ing(Se m. Wring IhYk:oted Is to prevent rnnckiing of Individual miss web and/car chord members only. Additional temporay and permanent bracing MiTek' Is dways required for stability and to prevent collapse with posslbie personal injury and properly damage. for general guidance regarding the fatrtcatio n.storage,delivery.erection and bracing of trusses and truss systems.seeANSI/lPlt Quality Criteria,DSII-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informalton available from Truss Plate histtute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T10022140 11162370A • T28 HALF HIP 1 1 Job Reference(optional) Srnlding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:03 2016 Page 3 ID:Iv8R56ob3KYLbd9mi_ahGOyMfj5-Xj0oTM_P59YxG4yQH8FZ3pMZnFAUSW B89NmUIMyAl7w LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-3=-17,4-11=-17,12-22=-8 Horz:1-3=1,3-4=5 Concentrated Loads(Ib) Vert:3=-405 11=-405 15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-17,4-11=-17,12-22=-8 Horz:1-3=1,3-4=5 Concentrated Loads(Ib) Vert:3=-405 11=-405 16)Dead:Lumber Increase=0.90,Plate Increase=0.90 PIt.metal=0.90 Uniform Loads(pit) Vert:1-3=-16,4-11=-16,12-22=-8 Concentrated Loads(Ib) Vert:3=-375 11=-375 17)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-69,4-11=-64,12-22=-8 Horz:1-3=5,3-4=18 Concentrated Loads(Ib) Vert:3=-834 11=-834 18)Dead+0.75 Roof Uve(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-58,4-11=-64,12-22=-8 Horz:1-3=-6,3-4=-3 Concentrated Loads(Ib) Vert:3=-747 11=-747 19)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-64,4-11=-64,12-22=-8 Horz:1-3=0,3-4=4 Concentrated Loads(Ib) Vert:3=-747 11=-747 20)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-64,4-11=-64,12-22=-8 Horz:1-3=0,3-4=4 Concentrated Loads(Ib) • Vert:3=-747 11=-747 21) 1st Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-80,4-11=-16,12-22=-8 Concentrated Loads(Ib) Vert:3=-840 11=-840 22)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) • Vert:1-3=-16,4-11=-80,12-22=-8 Concentrated Loads(Ib) Vert:3=-840 11=-840 23)3rd Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) • Vert:1-3=-64,4-11=-16,12-22=-8 Concentrated Loads(Ib) Vert:3=-724 11=-724 24)4th Dead+0.75 Root Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-16,4-11=-64,12-22=-8 Concentrated Loads(Ib) Vert:3=-724 11=-724 i f WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 ray.10/03/2015 BEFORE USE. Idt I j Design valid for use only with Mliektfl connectors.ibis design Is based only upon parameters shown.and B for an individual building component,not a truss system.Before use,the brAIdklg designer must verity the applicability of design parameters and properly Incorporate this design Into the overall hr Siding design. Bracing Indicated Ls I,,prevent Prickling of Irsdtvldt sat trust web and/of chord members only.A,tr lthxx%temporary and permanent tra<:g MiTek' is always required(or stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the klbrfcatton,storage,delivery.erection and tracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East 8Ivd. Safety information available from Teas Plate Institute.218 N.Lee Street.Suite 312.Aiexaldrla,VA 22314. Tarrpa.FL 33610 Job ITruss Type Ory Ply T10022141 11623TOA • 29 ,HALF HIP 1 1 Job Reference(optional) BuRding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:04 2016 Page 1 ID:Iv8R56ob3KYLbd9mi_ahGOyMfj5-?waAgi?1 sTgouEXdrrmocOvkFeVOBztHN1 W2goyAl7v 5.0.12I 9.10-0 I 12-10-15 15-11-14 I 18-10-14 � 21-10-0 24-5-7 I 27-0-13 I 29-10-0 5-0-12 4.9-4 3-0-15 3-0-15 2-11-0 2-11-2 2-7-7 2-7-7 2-9-3 Scale:3/16'=1' Special 2x4 I I 6.00 ITI 3 4x5 i 2 25 24 4x5 i 9 : 5x12= Special 2x4 II 4x10= 3x6= 2X4 II 2x4 II 4x5= 4x5= b 6x12- 5 6 8 9 10 11 12 Val ' 23 22 21 20 19 18 17 16 15 14 13 2x4 II 5x12= 2x4 II 3x6 4x10= 3x4 I 4x6= 4x5= 4x5= 2x4 II 5x12= 5.0.12i 12-10-15 I 15-11-14 i 18-10-14 i 21-10-0 24-5-7 i 27.0.13 [ 29-10-0 5-0-12 7-10-3 3.0.15 2-1 1-0 2-11-2 2.7.7 2-7-7 2-9-3 Plate Offsets(X,Y)-- [4:0-5-8,0-2-121,[6:0-3-8,0-2-01,[8:0.5-0,0-2-4],[16:0-2-8,0-2-01,[18:0.3-8,0-2-01,[20:0-3-0,0-2-81 LOADING (psf) { SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) -0.39 21 >577 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(TL) -0.72 21 >312 240 BCLL 0.0 ' Rep Stress Ina NO WB 0.90 Horz(TL) 0.05 17 ri/a n/a BCDL 5.0 _I Code FBC2014/TPI2007 L Matrix-MS Wind(LL) 0.21 21 >999 240 Weight:177 lb FT_20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-7-14 oc purlins, 7-12:2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 1-7-8 oc bracing. 19-23:2x4 SP SS WEBS 1 Row at midpt 4-22,2-4 WEBS 2x4 SP No.3'Except' 4-22,6-20:2x4 SP No.2,8-18,8-16:2x4 SP No.1 REACTIONS. (lb/size) 13=990/Mechanical,23=1042/0-4-0,17=2226/0-4-15 Max Horz 23=327(LC 12) Max Uplift 17=-226(LC 12) Max Gray 13=1040(LC 22),23=1042(LC 1),17=2226(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-790/0,3-4=-959/52,4-5=-3332/678,5-6=-3332/678,6.8.322/98,8-9=-164/1172, 9-10=-164/1172,10-11=-164/1172,11-12=-343/260,12-13=-1044/0,1-23=-1036/0 BOT CHORD 22-23=-373/277,21-22=-901/5347,20-21=-1102/5488,18-20=-98/322,17-18=-3149/542, 16-17=-3149/542,15-16=-1172/164,14-15=-260/343 WEBS 2-22=-152/630,4-22=-4828/586,2-4=-962/297,4-20=-2307/446,5-20=-264/78, 6.20=-612/3180,6-18=-1235/243,8-18=-680/3684,8-17=-2232/413,8-16=-401/2379, 9-16.520/103,11-15=-1230/224,12.14=-262/356,1-22=0/838 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=3.0psf;h=25ft;B=45ft;L=30f1;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)C-C wind load user defined. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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) 17=226. 9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Continued on neap 9 1 A WARNING-Verify design paremefers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.I0/03/201S BEFORE USE. Design vdici for use only with Milebr8 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 ap plIcabllty of design parameters and properly incorporate this design Into the overall biAiding design. Fra:Ing In leotard Is to prevent hi riding r f In,7Nklrnal truss wet,and/Or chord members only. Aaillional tomp ray crx7 pen-nom-Int bracing MiTek• Is always required for stability and to prevent collapse with passl4le personal miry and properly damage. For general geln d ce regarding the fabrication.storage.delivery,erection and bracing of tresses and truss systems,seeANSI/TPI1 Quality Criteria,DSB49 and BCSI Bulking Component 6904 Parke East Blvd.SafelyInformationv i thle from Truss Plate Institute,218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply TI0022141 11623TOA T29 HALF HIP 1 1 Job Reference(optional) Bu'llding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:04 2016 Page 2 I D:Iv8R56ob3KYLbd9mi_ahGOyMfjS-?waAgi?1 sTgouEXdrrmocOvkFeVOBztHN1 W 2goyAl7v LOAD CASE(S) Uniform Loads(pif) Vert:1-3=-80,4-12=-80,13-23=-8 Concentrated Loads(lb) Vert:3=-820 12=-840 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-3=-64,4-12=-64,13-23=-8 Concentrated Loads(Ib) Vert:3=-707 12=-724 • 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-3=-16,4-12=-16,13-23=-24 Concentrated Loads(Ib) Vert:3=-482 12=-491 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Veil:1-24=26,3-24=16,4-12=19,13-23=-5 Horz:1-24=-34,3-24=-24,3-4=-30 Concentrated Loads(Ib) Vert:3=-50 12=-45 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-25=16,3-25=26,4-28=19,12-28=24,13-23=-5 Horz:1-25=-24,3-25=-34,3-4=-30 Concentrated Loads(lb) Vert:3=-50 12=-45 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-28,4-12=-25,13-23=-8 Horz:1-3=12,3-4=27 Concentrated Loads(lb) Veil:3=-529 12=-540 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-28,4-12=-25,13-23=-8 Horz:1-3=12,3-4=27 Concentrated Loads(ib) Vert:3=-529 12=-540 8)Dead+a6 MW FRS Wind(Pos.Internal)Left:Lumber Increase1.80,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=4,4-5=20,5-27=11,12-27=9,13-23=-5 Horz:1-3=-12,3-4=-8 Concentrated Loads(Ib) • Vert:3=-96 12=-92 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=8,4-26=11,12-26=20,13-23=-5 Horz:1-3=-16,3-4=-20 Concentrated Loads(ib) Vert:3=-96 12=-92 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-22,4-12=-17,13-23=-8 Horz:1-3=6,3-4=24 Concentrated Loads(Ib) Vert:3=-511 12=-521 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-8,4-12=-17,13.23=-8 Horz:1-3=-8,3-4=-4 Concentrated Loads(lb) Vert:3=-399 12=-405 12) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=15,4-12=15,13-23=-5 Horz:1.3=-23,3-4=-27 Concentrated Loads(Ib) Vert:3=-128 12=-125 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=7,4-12=7,13-23=-5 Horz:1-3=-15,3-4=-19 Concentrated Loads(Ib) Vert:3=-187 12=-187 14)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Continued on Dane 3 1 A WARNING-Vitrify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M67473 rot,.1003/2015 BEFORE USE Design valid for use only with MlrekD connectors.This design Is based only upon parameters shown,and is for sal k dMdual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and property incorporate this design Into the overall MI • building design. Placing Indicated Is to prevent b'x r:kling or individual tnrss web and/or chord members only. Additional temporary and permanent tracing MiTek• is always required for stabAly and to prevent collapse with possible personal inlay ard properly damage. For general guidance regarding the 6904 Parke East Blvd.fabrication,storage.delNery,erection and bracing of trusses and hues systems,seeANSI/TPI1 QualityCdtada,DSB-89 and SCSI Building Component Safely Information available from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply • T10022141 11623TOA ' T29 HALF HIP 1 1 Job Reference(optional) Batilding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:04 2016 Page 3 I D:Iv8R56ob3KYLbd9mi_ahGOyMfj5-?waAgi?1 sTgouEXdrrmocOvkFeVOBztHN 1 W 2goyAl7v LOAD CASE(S) Uniform Loads(plf) Vert:1-3=-17,4-12=-17,13-23=-8 Horz:1-3=1,3-4=5 Concentrated Loads(Ib) Vert:3=-399 12=-405 15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-17,4-12=-17,13-23=-8 Horz:1-3=1,3-4=5 Concentrated Loads(Ib) Vert:3=-399 12=-405 16)Dead:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(pit) Vert:1-3=-16,4-12=16,13-23=-8 Concentrated Loads(Ib) Vert:3=-369 12=-375 17)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-69,4-12=-64,13-23=-8 Horz:1-3=5,3-4=18 Concentrated Loads(Ib) Vert:3=-814 12=834 18)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-58,4-12=-64,13-23=-8 Horz:1-3=-6,3-4=-3 Concentrated Loads(Ib) Vert:3=-730 12=-747 19)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-64,4-12=-64,13-23=-8 Horz:1-3=0,3-4=4 Concentrated Loads(Ib) Vert:3=-730 12=-747 20)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(p11) Vert:1-3=-64,4-12=-64,13-23=-8 Horz:1-3=0,3-4=4 Concentrated Loads(lb) Vert:3=-730 12=-747 21) 1st Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-3=-80,4-12=-16,13-23=-8 Concentrated Loads(Ib) Vert:3=-820 12=-840 22)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-16,4-12=-80,13-23=-8 Concentrated Loads(Ib) Vert:3=-820 12=-840 23)3rd Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-64,4-12=-16,13-23=-8 Concentrated Loads(Ib) Vert:3=-707 12=-724 24)4th Dead+0.75 Root Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-3=-16,4-12=-64,13-23=-8 Concentrated Loads(Ib) Vert:3=-707 12=-724 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE 1111. Design valid for use only with Mitek;connectors.This design is Lased only upon parameters shown,and Is for on ixHNd ual building component,not a truss system.Before use,lire building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall building design. IS rIng indicated Is to prevent Pnx:kting or initvkkiri tens wet an-1/cr chord members only. Ad-.-ltkrxi temporary and permanent P,racing MiTek' Is always required for stability and to prevent collapse with possible personal inn ry and property damage. For general guidance regarding the 6904 Parke East Blvd,Ict naafi n,storage,delivery,erection and Lrackig of trusses and truss systems,seeANSI/IPI I Guatty Crituta a,DSB-89 and BCSI Bulling Component Suety Information avdla fe from truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Ply 710022142 11623TOA /730 HALF HIP 3 1 1 __ Job Reference(opbonap ceding Component Suppl , Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:05 2016 Page 1 ID:Iv8R56ob3KYLbd9miahGOyMfj5-T68Yu2OgdnoIW N6pOZH18ESvX2r1wPZRchFbNEyAl7u 5-0-12 9-10-0 I 12-6-12 I 15-3-8 { 18-0-4 21.0._9 23-11-2 . 26-9-11 29-10-0 5-0-12 4-9-4 2-8-12 2-8-12 2-8-12 3-0-5 2-10-9 2-10-9 3-0-5 Scale=1:61.9 Special 2x4 II 3 6.00 12 4x5 i 2 24 23 11 4x5 1 Special 2x4 11 5x6= 10x14= 2x4 I 2x4 4x5= 4x5= 6x12= 5 6 7 8 9 10 11 1.... 1111111P"-seeleilial. II _____� r<,�� 22 21 20 19 18 17 16 15 14 13 12 2x4 I 5x12= 2x4 I 3x6 4x10= 3x4 11 4x6= 4x5= 4x5= 2x4 11 4x12= 5-0-12 12-6-12 15-3-8 18-0-4 21-0-9 23-11-2 , 26-9-11 29-10-0 5-0-12 I 7-6-0 I 2-8-12 2-8-12 3-0-5 I 2-10-9 2-10-9 I 3-0-5 Plate Offsets(X,Y)-- [4:0.5-8,0-2-121,[6:0-2-0,0-2-81,[7:0.6-12,Edge1,115:0-2-4,0-2-01,[17:0-3-8,0-2-01,[19:0-3.0,0-2-01 LOADING (psi) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.90 Vert(LL) -0.33 20 >646 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.96 Vert(TL) -0.62 20 >347 240 BCLL 0.0 . Rep Stress Incr NO WB 1.00 Horz(TL) 0.04 16 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.18 20 >999 240 Weight:177 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc purlins, 7-11:2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2'Except` BOT CHORD Rigid ceiling directly applied or 1-11-10 oc bracing. 18-22:2x4 SP SS WEBS 1 Row at midpt 4-21 WEBS 2x4 SP No.3`Except` 4-21,6-19,7-17,7-15:2x4 SP No.2 REACTIONS. (lb/size) 12=1083/Mechanical,22=1002/0-4-0,16=2193/0-3-8 Max Horz 22=327(LC 12) Max Uplift 16=-222(LC 12) Max Gray 12=1126(LC 22),22=1002(LC 1),16=2193(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-757/0,3-4.979/57,4-5=-3095/642,5-6=-3095/642,6-7=-365/112,7-8=-105/1025, 8-9=-105/1025,9-10=-105/1025,10-11=-572/178,11-12.1125/11,1-22=-995/0 BOT CHORD 21-22=-373/277,20-21=-843/5001,19-20=-1039/5122,17-19=-112/365,16-17=-2824/482, 15-16=-2824/482,14-15=-1025/105,13-14=-178/572 WEBS 2-21=-144/585,4-21=-4503/531,2-4=-918/289,4-19=-2190/422,6-19=-567/2922, 6-17=-1226/242,7-17=-636/3414,7-16=-2192/407,7-15=-399/2395,8-15=-518/104, 10-14=-1096/200,11-13=-176/583,1-21=0/798 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.Opsf;BCDL=3.0psf;h=25tt;B=45ft;L=301t;eave=oft;Cat. II;Exp B:End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 29-8-4 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) 16=222. 8)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 inntinr>Pd nn Dana 2 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. INN Design valid for use only with MilekS)connectors.This design Is based only upon parameters shown.and B tot an txiAMAial txriding component.not a truss system.Before use,the txOding designer must verify the applicability of design parameters and prow ly Inc oil this design Into the overall building design. fiex:hg I ndk:dfad Is to prevent txx:kllrng or Inilvkiu.A truss Witt)and/or thud mamb rs_only. A.,lt ME,n, krrnr.orary and permanent t-,racing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Crilerla,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Informalon avalkble from Truss Plate institute.218 N.Lee Street,Suite 312.Atexarsdd.r.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T10022142 1162370A • T30 HALF HIP 3 1 _ Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:05 2016 Page 2 ID:Iv8R56ob3KYLbd9mi_ahGOyMfj5-T68Yu20gdnofW N6pOZH18ESvX2rIwPZRchFbNEyAl7u LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-3=-80,4-11=-80,12-22=-8 Concentrated Loads(Ib) Vert:3=-840 11=-840 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-64,4-11=-64,12-22=-8 Concentrated Loads(lb) Vert:3=-724 11=-724 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-16,4-11=-16,12-22=-24 Concentrated Loads(Ib) Vert:3=-491 11=-491 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-23=26,3-23=16,4-11=19,12-22=-5 Horz:1-23=-34,3-23=-24,3-4=-30 Concentrated Loads(lb) Veil:3=-45 11=-45 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-24=16,3-24=26,4-10=19,10-11=24,12-22=-5 Horz:1-24=-24,3-24=-34,3-4=-30 Concentrated Loads(Ib) Vert:3=-45 11=-45 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-28,4-11=-25,12-22=-8 Horz:1-3=12,3-4=27 Concentrated Loads(Ib) Vert:3=-540 11=-540 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-28,4-11=-25,12-22=-8 Horz:1-3=12,3-4=27 Concentrated Loads(Ib) Vert:3=-540 11=-540 8)Dead+0.6 MWFRS Wind(Pos.Internal)Lett:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=4,4-5=20,5-26=11,11-26=9,12-22=-5 Horz:1-3=-12,3-4=-8 Concentrated Loads(Ib) Vert:3=-92 11=-92 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=8,4-25=11,11-25=20,12-22=-5 Horz:1-3=-16,3-4=-20 Concentrated Loads(Ib) Ver:3=-92 11=-92 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3.22,4-11=-17,12-22=-8 Hort:1-3=6,3-4=24 Concentrated Loads(Ib) Vert:3=-521 11=-521 11) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-8,4-11=-17,12-22=-8 Horz:1-3=-8,3-4=-4 Concentrated Loads(Ib) Vert:3=-405 11=-405 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=15,4-11=15,12-22=-5 Horz:1-3=-23,3-4=-27 Concentrated Loads(Ib) Vert:3=-125 11=-125 13)Dead+0.6 MINERS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=7,4-11=7,12-22=-5 Horz:1-3=-15,3-4=-19 Concentrated Loads(lb) Vert:3=-187 11=-187 14)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Continued on oaae 3 —_ A WARNING-Verily design parameters end READ NOTES ON TNtS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/73/2015 BEFORE USE Design valid for use only with Miler&connectors.INs deslgtr Is based only upon parameters shown,and Is for an individual bolding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design frsto the overall building design. laying IMF.:ated Is to prevent budding cur In Mducr truss web and/or chord members only. Additional temporary and permanent bracing acing M lie k Is always required for stability and to prevent collapse with possible personal inhrry and property damage. For general guidance regrading the fabricatkxt storage,delNery,erection and bracing of busses and truss systems,seeANSIflP11 Quality Criteria,DSS-119 and SCSI Building Component 6904 Parke East Btvd. Soley Information avdtable from Truss Plate institute.218 N.Lee Street.Suite 312,Alexanc9W.VA 22314. Tampa.FL 33610 IJob 'Truss Truss Type Qty Ply TI0022142 11623TOA T30 HALF HIP 1,3 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:05 2016 Page 3 ID:Iv8R56ob3KYLbd9mi_ahGOyMfj5-T68Yu20gdnofW N6pOZH18ESvX2rIwPZRchFbNEyA17u LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-3=-17,4-11=-17,12-22=-8 Horz:1-3=1,3-4=5 Concentrated Loads(lb) Vert:3=-405 11.405 15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-17,4-11=-17,12-22=-8 Horz:1-3=1,3-4=5 Concentrated Loads(Ib) Vert:3=-405 11=-405 16)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(pit) Vert:1-3=-16,4-11=-16,12-22=-8 Concentrated Loads(Ib) Vert:3=-375 11=-375 17)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-69,4-11=-64,12-22=-8 Horz:1-3=5,3-4=18 Concentrated Loads(Ib) Vert:3=-834 11=-834 18)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-58,4-11=-64,12-22=-8 Horz:1-3=-6,3-4=-3 Concentrated Loads(Ib) Vert:3=-747 11=-747 19)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-64,4-11.64,12-22=-8 Horz:1-3=0,3-4=4 Concentrated Loads(Ib) Vert:3=-747 11=-747 20)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-64,4-11=-64,12-22=-8 Horz:1-3=0,3-4=4 Concentrated Loads(lb) Vert:3=-747 11=-747 21) 1st Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-80,4-11=-16,12-22=-8 Concentrated Loads(Ib) Veil:3=-840 11=-840 22)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-16,4-11=-80,12-22=-8 Concentrated Loads(Ib) Vert:3=-840 11=-840 23)3rd Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-64,4-11=-16,12-22=-8 Concentrated Loads(Ib) Vert:3=-724 11=-724 24)4th Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-16,4-11=-64,12-22=-8 Concentrated Loads(Ib) Vert:3=-724 11=-724 WARNING-lenity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10N3/2015 BEFORE USE. Design valid for use only with Neel&connectors.This design Is based only upon parameters shown.and Is for in Individual al banding component not a truss system.Before use,the fulling designer must verify the applicabllty of design parameters and properly Incorporate this design Into the overall t:+Miro design. Bracing irdicateti is to prevent buckling or Indfsidil r fills web nor/or chord members only. Additional temporary and p rmnnent I-Racing MiTek' Is always requked for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the labrk:alkn,storage,delivery.erect on and bracing of Inoses and truss systems,senANSI/TP11 Quality CrIterla,DSB-S9 and SCSI Building Component 6904 Parke East Blvd. Sdey Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.AlezmdrIa,VA 22314. Terme.FL 33610 Job i Truss Type Qty Ply T100221431 11623TOA • HALF HIP 21 L.___ Job Reference(optional) I Buifding Component Sup. Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:06 2016 Page 1 I D:Iv8R56ob3KYLbd9mi_ahGOyMfj5-xlix5N01O4wW 7Xh?yGoGhR_5ySBgis4arL?8vgyAl7t 5.0-129-10-0 12-6-12 , 15-1-12 17-10-8 I 5-0-12 4-9-4 I 2-8-12 2-7-0 1 2-8-12 Scale=1:55.6 Special 2x4 II 3 6.00 12 4x5 2 16 15 4x5 6 1 1 2x4 11 4x5= 4x6= 6x12= 5 6 7 SS■�- 1 14 13 12 11 10 9 8 2x4 H 3x12 M18SHS. 3x4 II 4x10= 4x6= 2x4 1 I 1 5-0-12 5xf2= 12-6-12 1 15.1.12 17-10-8 5-0-12 7-6-0 2-7-0 2.8-12 Plate Offsets(X,Y)-- [4:0-5-8,0-2-121,16:0-2-0,0-2-01,[7:0-2-8,0.2-0],[9:0-2-8,0-2-0],[10:0-2-12,0-2-0) LOADING (psi) SPACING- 1-4-0 CSI. I DEFL, in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.86 ; Vert(LL) -0.20 11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(TL) -0.72 11 >292 240 M18SHS 244/190 BCLL 0.0 * Rep Stress Incr NO WB 0.98 Horz(TL) 0.08 8 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-MS ; Weight:124 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-13 oc purlins, BOT CHORD 2x4 SP SS except end verticals. WEBS 2x4 SP No.3'Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4-13,6-10,7.9:2x4 SP No.2 WEBS 1 Row at midpt 4-13 REACTIONS. (Ib/size) 8=1020/Mechanical,14=961/0-4-0 Max Horz 14=273(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-736/0,3-4=-809/0,4-5=-4057/0,5-6=-4057/0,6-7=-2246/0,7-8=-975/0, 1-14=-958/0 BOT CHORD 13-14=-325/243,11-13=0/5259,10-11=0/5408,9-10=0/2246 WEBS 2-13=0/631,4-13=-4777/0,2-4=-902/0,4-10=-1495/0,6-10=0/1953,6-9=-889/0, 7-9=0/2327,1-13=0/790 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=3.Opsf;h=2511 B=45ft;L=24ft;eave=4ft;Cat. Il;Exp B;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)C-C wind load user defined. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7).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)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-67,4-7=-67,8-14=-7 Concentrated Loads(Ib) Vert:3=-692 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-53,4-7=-53,8-14=-7 Continued nn oaae 2 A WARNING-Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE- Design valid for use only with MITets P connectors.This design Is based only upon parameters shown.and Is for an individual Landing component,not a Crus system.Before use,the building designer must verify the applicability of design parameters and ixoperly incorporate this design into the overall T i hulking design. ...tng indicated is to prevent hackling or In livid xcI miss won:and/or chord members nedxa y.Additii temporary and permanent t-.tacin3 Miele Is always required for stability and to prevent collapse with possbie personal Injury and rxofetly damage. For general guidance regarding the fabrication,storage,delivery,erection and blueing of busses and truss systems-seeANSI/IP11 Quality Criteria.DS11469 and SCSI Buildng Component 6904 Parke East Blvd. Safely Information avdlable from Trus Plate Institute.218 N.Lee Sheet-Suite 312.Aloxondia,VA 22314. Tanya.FL 33610 Job Truss Truss Type Qty Ply 110022143 11623TOA • T31 HALF HIP 2 1 Job Reference(optional) _ iding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:06 2016 Page 2 ID:Iv8R56ob3KYLbd9mi_ahGOyMtj5-xlix5N01O4WW 7Xh?yGoGhR_SySBgfs4arL?8vgyAl7t LOAD CASE(S) Concentrated Loads(Ib) Vert:3=-692 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-3=-13,4-7=-13,8-14=-20 Concentrated Loads(lb) Vert:3=-692 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-15=22,3-15=14,4-7=16,8-14=-4 Horz:1-15=-28,3-15=-20,3-4=-26 Concentrated Loads(lb) Vert:3=-692 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-16=14,3-16=22,4-17=16,7-17=20,8-14=-4 Horz:1-16=-20,3-16=-28,3-4=-26 Concentrated Loads(Ib) Vert:3=-692 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-23,4-7=-21,8-14=-7 Horz:1-3=10,3-4=24 Concentrated Loads(lb) Vert:3=-692 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-23,4-7=-21,8-14=-7 Horz:1-3=10,3-4=24 Concentrated Loads(Ib) Vert:3=-692 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=4,4-5=18,5-7=8,8-14=-4 Horz:1-3=-11,3-4=-7 Concentrated Loads(Ib) Vert:3=-692 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(p11) Vert:1-3=7,4-7=18,8-14=-4 Horz:1-3=-13,3-4=-17 Concentrated Loads(Ib) Vert:3=-692 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-18,4-7=-14,8-14=-7 Horz:1-3=5,3-4=20 Concentrated Loads(Ib) Vert:3=-692 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-7,4-7=-14,8-14=-7 Horz:1-3=-6,3-4=-3 Concentrated Loads(Ib) Vert:3=-692 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=13,4-7=13,8-14=-4 Horz:1-3=-19,3-4=-23 Concentrated Loads(Ib) Vert:3=-692 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=6,4-7=6,8-14=-4 Horz:1-3=-12,3-4=-16 Concentrated Loads(Ib) Vert:3=-692 14)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-14,4-7=-14,8-14=-7 Horz:1-3=1,3-4=4 Concentrated Loads(Ib) Vert:3=-692 15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 ' Continued on neap 3 I � / 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.14032015 BEFORE USE. Design valid for use only with Welds connectors.This design Is based only upon parameters shown.and Is for an Individual building component.not a truss system.Before use,the balking designer must verify the applicability of design parameters and properly incorporate this design Info the overall braiding d eslgn. Bracing indicated Is to prevent buckling or Indy drx5 him web and/or members only. Additi n:A temp,racy and parm'ssent tracing MiTek* is always required(or ski46lty and to prevent collapse wffh possible personal h4+y and property damage. For general gukknce regarding the 6904 Parke East Blvd.ktrk:atkrn,storage.delivery,erection and bracing of musses and truss systems,seeANSI/1PI l Quality Criteria,DSB-89 and BCSI Budding Component L_ Safety Information available from otruss Plate institute.218 N.Lee Street,suite 312.Alexandria,VA 22314. --- Tampa.FL 33610 Job Truss Truss Type Ory 'Ply 110022143 11623TOA • T31 HALF HIP 2 1 Job Reference(optional) Si/tiding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:06 2016 Page 3 ID:Iv8R56ob3KYLbd9mi_ahGOyMij5-xlix5N01O4W W 7Xh?yGoGhR_5ySBgfs4arL?8vgyAl7t LOAD CASE(S) Uniform Loads(pif) Vert:1-3=-14,4-7=-14,8-14=-7 Horz:1-3=1,3-4=4 Concentrated Loads(Ib) Vert:3=-692 16)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(pif) Vert:1-3=-13,4-7=-13,8-14=-7 Concentrated Loads(Ib) Vert:3=-692 17)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-57,4-7=-54,8-14=-7 Horz:1-3=3,3-4=15 Concentrated Loads(Ib) Vert:3=-692 18)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-48,4-7=-54,8-14=-7 Horz:1-3=-5,3-4=-2 Concentrated Loads(Ib) Vert:3=-692 19)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-54,4-7=-54,8-14=-7 Horz:1-3=0,3-4=3 Concentrated Loads(Ib) Vert:3=-692 20)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-54,4-7=-54,8-14=-7 Horz:1-3=0,3-4=3 Concentrated Loads(Ib) Vert:3=-692 21) 1st Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-3=-67,4-7=-13,8-14=-7 Concentrated Loads(Ib) Veit:3=-692 22)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1-3=-13,4-7=-67,8-14=-7 Concentrated Loads(ib) Vert:3=-692 23)3rd Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1-3=-53,4-7=-13,8-14=-7 Concentrated Loads(Ib) Veil:3=-692 24)4th Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1-3=-13,4-7=-53,8-14=-7 Concentrated Loads(Ib) Vert:3=-692 4 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITeldr connectors.This design Is bused only upon parameters shown,and Is for cn 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 ra Aiding design. krocing Ir*7rate-1 K to prevent bt ckting or IndNkyt nob tnrss web and/or chord members only. Additional temporary and permanent bracing MiTek' . Is always required for stc t4litty and to prevent collapse with pole personal injury and property damage. For general guidance regarcing thus fabrication.storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria.DSB-89 and SCSI Bulking Component 6904 Parke East Bbd. Safely Inlormotton available from Truss Plate institute,218 N.Lee Street,Stile 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T10022144 11623TOA T32 Half Hip 1 1 1 Job Reference(optional) Wilding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:07 2016 Page 1 ID:Iv8R56ob3KYLbd9mi_ahGOyMfj5-PUGJJj 1 w8O2NIhFCW_JV EIXHXsbCON6j4?kiR7yAl7s 5-1-8 9-11-8 13-1-0 5-1-8 4-10-0 3-1-8 Scale=1:60.6 Special 2x4 II 3 6.00112 4x5 2 13 e 12 4x5 1 5x6= 7x10=• 5 =11 ,11k neri 3x6 ri N J0 i I- 9 8 7 6 2x4 I 4x10= 2x4 II 4x5= 5-1-8 13-1-0 5-1-8 7-11-8 Plate Offsets(X,Y)-- [4:0-3-8,Edge],[5:0-3.0,0-3-0],[6:0-2-4,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.04 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.65 Vert(TL) -0.09 7-8 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.74 Horz(TL) 0.02 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS _ Wind(LL) 0.03 7-8 >999 240 Weight:110 lb FT=20%o LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-14 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 7-7-3 oc bracing. 5-6:2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 9=886/0-5-8,11=1237/0-3-8 Max Horz 9=528(LC 12) Max Uplift 11.169(LC 12) Max Gray 9=886(LC 1),11=1251(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-581/30,3-4.927/36,6-10=-287/1104,5-10=-287/1104,1-9=-864/99 BOT CHORD 8-9=-600/468,7-8=-367/1644,6-7=-474/1696 WEBS 2-8=-156/315,4-8=-1315/58,2-4=-691/352,4-6=-1810/498,1-8=-26/611 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=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-7-12 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*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. 6)Bearing at joint(s)11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 11=169. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-100,4-5=-100,6-9=-10 Concentrated Loads(Ib) Vert:3=-748 • • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 5111.7473 rev.104132015 BEFORE USE 11111 Design valid for use only with Mi Iek(o connectors.This design is based only upon parameters shown.and B for on Individual building component,not a truss system.Before use,the building designer must verify the applicability of design txarcmeters and properly Incorporate this design Into the overdt building design. &Ming In-Ikcated is to prevent buckling of lrrINkirxN trees Wet-,:7ni/nr,.h r•:f members only. A•ddiriondi temporary•..nd r,enm)rsent br<r..rr g Malek" Is dwaysrequired for stabilityand toprevent call with rx�sstle personal Injury and properlydarn For eqdlIIQgeneralBciguidance cst ting tttF- 6904 Parke East Bird. Ictxk:atkrL storage,delivery,erection ctrxi bracing of trusses and truss systems,seeAN51/iPl t Quality Crlterla,DSB-89 and SCSI Building Component Sorely information available from press Phyte Institute.218 N.Lee Sheet.Sidle 312.Alexandria VA 22314. _ -- Tampa.FL 33610 !Job T —— Truss Type Qty Ply i 110022145 1162370A ' T33 Jack-Closed Supported Gable 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 5 Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:08 2016 Page 1 ID:Iv8R56ob3KYLbd9mi_ahGOyMfj5-thphW 32YviAENrgO4hgkms3YCG2s7_OtIfU FzZyAl7r I 16-0-0 { 16-0-0 6.00 rii t2 1 L Scale=1:47.5 fi 6x6 28ili1i111I 4 3 27 354 II 2 ri 26 25 24 23 22 21 20 19 18 17 16 15 14 3x5 H 6x6= 16-0-0 16-0-0 Plate Offsets(X,V)-- [26:0-2-8,0-1-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.40 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(TL) n/a - rVa 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(TL) -0.00 14 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S I Weight:136 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: OTHERS 2x4 SP No.3 6-0-0 oc bracing:17-18. WEBS 1 Row at midpt 13-14 REACTIONS. All bearings 16-0-0. (Ib)- Max Horz 26=243(LC 12) Max Uplift All uplift 100 lb or less at joint(s)26,14,15,16,17,18,19,20,21,22,23 except 25=-234(LC 12) Max Gray All reactions 250 lb or less at joint(s)14,15,16,17,18,19,20,21,22,23,24,25 except 26=281(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-26=-306/87,1-2=-476/156,2-3=-371/121,3-4=-351/113,4-5=-317/101,5-6=-285/90, 6-7=-252/78 WEBS 2-25=-108/260 NOTES- 1)Wind:ASCE 7-10;Vult=13omph(3-second gust)Vasd=101mph;TCDL=5.Ops1;BCDL=5.Opsf;h=25ft;B=45th;L=24th eave=2ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 15-10-4 zone;end vertical lett exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 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)26,14,15,16,17, 18,19,20,21,22,23 except(jt=lb)25=234. / t � 0 WARNING-VMIy design parameters and READ NOTES ON THIS AND INCLUDED MITER'REFERANCE PAGE MI1.7473 raw.1003/2015 BEFORE USE mit Design valid for use only with Milerctfl connectors.Ills design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the Iwllding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall biasing design. 8rachg indic.ntedIs to prevent txrr.kting or In tvldtr ll Innc web and/or chord members only. Ad,St onoi tern p-xoxy,—p:ermanant bracing MITek" Is always required for stability and to prevent collapse with possible personal fluty and property damage. For general guidance regarding the Iabdcation,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria.1:48-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Sheet Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Tr Truss Type Qty Ply iT10022146 11623TOA • 34 GABLE 1 1 l Job Reference(optional) (ding Component Supp , Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:09 2016 Page 1 I D:Iv8R56ob3KYLbd9mi_ahGOyMfj5-LtN3jP3Ag?I4_?PadPLZJ4cokfRW sPtOXJDpW?yA17q 9-0-4 10-9-8 9-0-4 `1-9-4 7x10 H Scale=1:81.0 6.00,R 6 7 8 9 �5 �I� 4 4x5 i 2 21 3 1 11111 1111 Gt iii it 11111 18 17 16 15 14 13 12 ii 10 5x6= 10-9-8 10-9-8 Plate Offsets(X,Y)-- (7:0-1-15,0-3-4) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(TL) -0.00 10 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-S Weight:193 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 1-18,9-10,2-16,3-15,4-14,5-13,6-12, 8-11,1-16 REACTIONS. All bearings 10-9-8. (Ib)- Max Horz 18=105(LC 12) Max Uplift All uplift 100 lb or less at joint(s)10,15,14,13,12 except 18=-i10(LC 10),16=-398(LC 12) Max Gray All reactions 250 lb or less at joint(s)10,15,14,13,12,11,17 except 18=389(LC 12),16=256(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-709/201 WEBS 1-16=-226/701 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=45lt;L=24ft;eave=2ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 9-0-4,Comer(3)9-0.4 to 10-7-12 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)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)'This truss has been designed for a live load of 20.0pst 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. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,15,14,13, 12 except(jt=lb)18=110,16=398. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10/03/2015 BEFORE USE. mill Design valid for use only with MilekS connectors.This design Is based only upon parameters shown,and Is for on k dMdual building component,not a truss system.Before use,the building designer must verily the applicability of design parameters and pio only Incorp oiote this design Into the overall budding design. H:z.:hg Indicated Ls to prevent buckling or lndivkli, I tarsi.web:and/or chord members only. Ai kdla5en i tear s:ry:r=1 permanent bracing MiTek, is always required for stability and to prevent colcsse with possible personal Injury and properly damage. For general guidance regardng the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/IPI t Quality Cftada.DSB-09 and SCSI Building component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute,218 N.Lee Street,Srdte 312.Alexandria.VA 22314. Tampa.FL 33610 :Job 'Truss Truss Type Qty Ply 110022147 11623TOA T35 Monopitch Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:10 2016 Page 1 I D:Iv8R56ob3KYLbd9mi_ahGOyMfj5-g3xRx13oRJOxc9_mB6tCrH9zF3nlbv W AmzzM2SyAl7p 12-3-0 12-3-0 9 , Scale=1:31.2 8 • 7 19 6.00 12 6 5 a 4 • r 3 18 2 I i O 0 0 0 0 ••••.••0 0 0 ... •• .. 3x4 i 17 16 15 14 13 12 11 10 -7- LOADING —LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a - n/a 999 M120 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(TL) -0.00 10 r/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:78 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-3-0. (Ib)- Max Horz 1=169(LC 12) Max Uplift All uplift 100 lb or less at joint(s)10,11,12,13,14,15,16,17 Max Gray All reactions 250 lb or less at joint(s)1,10,11,12,13,14,15,16,17 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-327/111,2-3=-264/79 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=2511;B=45ft L=24ft eave=2fh Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-4-15 to 3.4-15,Exterior(2)3-4-15 to 12-1-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. 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)10,11,12,13,14, 15,16,17. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE Md-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITelr`:connectors.Itis design is based only upon parameters shown,and is for at Irxllvkiuol building component,not a truss system.Before use,the building designer must verify the applicability of design Ixtarneters and properly incorporate this design into the overall t ail:ling design. firming In lc atad Is To prevent[r r..kling of k dtvlducit friss wet,and/:r chord members only. A ddllk,nal temporary and peenonent b n-k:In 7 MiTek' Is always recgired for stability and to prevent collapse with possble personal k>fuy and property damage. for general guidance regarding the tabrica bn,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate institute,218 N.lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply e T10022148 I11623TOA T36 Monopitch 6 1 Job Reference(optional) Budding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:11 2016 Page 1 ID:lv8R56ob3KYLbd9mi_ahGOyMfj5-IGVp854OCdYoEIZzIgOROVhwdT_hKA2J_divauyAl7o -3-9-8 5-11-12 11-11-8 3-9-8 I 5-11-12 I 5-11-12 Scale=1:43.4 2x4 II 6.00 7 4 1 11 6x8 i 2 10 r 6 1 1 4x10= 2c4 II 4x55 a -3-9-8 5-11-12 11-11-8 3-9-8 I 5-11-12 i 5-11-12 Plate Offsets(X,Y)-- [3:0-2-0,0-3.0] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (hoc) 1/dell Ud 1 PLATES GRIP • TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.22 6-9 >838 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.58 6-9 >320 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(TL) -0.27 1 n/a n/a I BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS 1 Weight:85 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-3:2x8 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=619/0-5-8,1=632/0-5.8 Max Horz 5=227(LC 12) Max Uplift 5=-100(LC 12),1=-25(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-269/70,2-3=-858/16 BOT CHORD 2-6=0/826,5-6=0/834 WEBS 3-6=0/295,3-5=-941/185 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psh h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-3-6-12 to-0-6-12,Interior(1)-0-6-12 to 11-9-12 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 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)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,1. I Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MN-7473 rev.10032015 BEFORE USE. Design vdki for use only with MileirS connectors.This design Is based only upon parameters shown.and Is for an Individual building component,not i a buss system.Before use-the bulking designer must verify the appllcat llty of design parameters and properly Incorlxxale Bib design Into the ovoid' NM-ting design. f2,xhk: g Indated Is to prevent buckling of Individual truss wet,and/or chord members only. AcF.yitk:rr.x tet =x:xy:n.- ri r,erroonent boxing MiTele ed• Is dways required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance r>gcxc&rg the fdrk:atlon,storage.delNery,erection awl bracing of trusses and truss systems.seeANSt/IPI l Quality Criteria.DSB-89 and SCSI Bulling Component 6904 Parke East Blvd. Safety Information avaaable from Truss Plate Institute.218 N.Lee Street Suite 312 Alexandria VA 22314. Tampa,FL 33610 Job Truss !Truss Type Qty Ply T10022149 j 11623TOA • T37 Common 4 1 __ Job Reference(optional) Buflding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:12 2016 Page 1 I D:Iv8R56ob3KYLbd9miahGOyMfj 5-mS3C M R53zwgfrS89JXvgxi E8otl H3dfTDHST6KyAl7n -3-9-8 7-3-6 14._3.4 15-7-8 3-9-8 i 7-3-6 l 6-11-14 l 1-4-4 l 7x6= Scale.1:50.5 2x4 II 6.00 12 4 5 12 6x8 i 3 Ol 1.0 n n 2 11 dil _ 13 14 � 1 7 6 4x5= 4x5= 4x10= ICAI -3-9-8 7-3-6 15-7-8 l I 3-9-8 7-3-6 8-4-2 Plate Offsets(X,Y)-- 13:0-2-12,0-3-01 _ __ LOADING (psi) SPACING- 2-0-0 CSI. i DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.31 7-10 >745 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.80 7-10 >287 180 BCLL 0.0 ' I Rep Stress Incr YES WB 0.78 Horz(TL) -0.33 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:117 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc puffins, 1-3:2x8 SP SS except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=765/0-5-8,1=780/0-5-8 Max Horz 6=245(LC 12) Max Uplift 6=-116(LC 12),1=-41(LC 12) Max Gray 6=808(LC 17),1=780(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-335/75,2-3=-1130/61,3-4=-1271/198 BOT CHORD 2-7=0/1062 WEBS 3-7=-756/255,4-7=-236/1335,4-6=-734/260 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=241t;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-3-6-12 to-0-6-12,Interior(1)-0-6-12 to 14-3.4,Exterior(2) 14-3-4 to 15-5-12 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,with BCDL=10.0psf. 5)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) 6=116. V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MIlelete connectors.This design k based only upon parameters shown,and is for an Individual building component,not a truss system.Bettie use,the building designer must verify the applicability of design parameters and property incorporate Bds design Into the overall briefing design. fiirx:Ing In lcated is to prevent buckling of In7hk111s1 truss web Gird/.r chord members only. AdditIono1 temporary and perm-event or -..Ing MiTek Is always required for stability and to prevent collapse with possible personal Injury and properly damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of mases and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety InformaBon available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply T10022150 11623T0A T38 1 Monopitch 9 1 Job Reference(options) 3 ilding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:13 2016 Page 1 I D:Iv8R56ob3KYLbd9mi_ahGOyMfjS-EedaZn6hkEoW TcjLsEQvTwnMOHgNo3EcSxBOlmyAl7m -3-9-8 6-2-12 12-5-8 3-9-8 6-2-12 6-2-12 Scale=1:44.6 2x4 6.00 12 4 11 6x8 o 3 2 to -411111111111111111111 s d 4 i 2x4 II 4x5= 4x10= -3-9-8 6-2-12 12-5-8 3-9-8 6-2-12 6-2-12 Plate Offsets(X,Y)-- (3:0-2-0,0-3-0) i I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.19 6-9 >983 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.51 6-9 >374 180 BCLL0.0 * Rep Stress Incr YES WB 0.89 Horz(TL) -0.24 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:88 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 5-11-1 oc purlins, 1-3:2x8 SP SS except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=639/0-5-8,1=652/0-5-8 Max Horz 5=234(LC 12) Max Uplift 5=-104(LC 12),1=-26(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-278/69,2-3=-878/15 BOT CHORD 2-6=0/843,5-6=0/851 WEBS 3-6=0/297,3-5=-958/189 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24th eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-3.6.12 to-0-6.12,Interior(1)-0-6-12 to 12-3-12 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)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) 5=104. V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ANN-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekts connectors.Ibis design Is based only upon{aameters shown,and Is for an Individual balding component,not • a truss system.Before use.the building designer must verify the appik:alulity of design parameters and property Incorporate this design Into the overall braiding design. FIrck.hg indk.ated Ic to prevent buckling of Indkildu al truss web and/or chord members only. Adc*ttonal ternro,r ay awl permanent bracing MiTek' Is always required lot stability and to prevent collapse with possble personal Inlay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems seeAN31/IPI1 Quality Criteria.055-89 and SCSI Building Component 6904 Parke East Bird. Safety Information available from Truss Plate hstllute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610 'Job Truss Truss Type IOty Ply I I TI0022151 11623TOA ' T39 Monopitch Supported Gable 1 1 ;Job Reference(optional) Bdilding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:13 2016 Page 1 ID:Iv8R56ob3KYLb d9mi_ahGOyMfj5-EedaZn6hkEoWTcjLsEOvTwnV2HoNoGOcSxBOfmyA17m 12-9-0 12-9-0 1 r Scale=1:32.3 9 8 20 6.00:12 7 6 • 5 • 4 3 • 2 R nn 3x4 19 18 17 16 16 14 13 12 11 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) n/a - rVa 999 BCLL 0.0 " Rep Stress Ind YES WB 0.05 Horz(TL) -0.00 11 n/a rVa BCDL 10.0 I Code FBC2014/TPI2007 Matrix-S Weight:83 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-9-0. (Ib)- Max Horz 1=176(LC 12) Max Uplift All uplift 100 lb or less at joint(s)11,12,13,14,15,16,17,18,19 Max Gray All reactions 250 lb or less at joint(s)1,1 1,12,13,14,15,16,17,18,19 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-345/114,2-3=-301/95,3-4=-268/85 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsh BCDL=5.Opsf;h=25ft;B=45ft;L=24th eave=2fh Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-4.15 to 3-5-0,Exterior(2)3-5-0 to 12-7-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/I-PI 1. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. 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)11,12,13,14,15, 16,17,18,19. is.A WARNING-Verily design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 ray.10/03/2015 BEFORE USE. I Design valid for use only with Mllek3)connectors.This design is based only upon parameters shown,and Is for an Individual bolding component,not a truss system.Before use-the building designer must verify the applicability of design paraameters and properly Incorporate this design Into the overall betiding design. Bracing Indicated is to prevent heckling or Irk-siva-a t tnrss web and/c4 chord members only. Additional al tempcYary and perrnar ent bracing • MiTek' Is always requked for stabltty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSl/TP11 Quality Criteria.DSB-89 and BC51 Building Component 6904 Parke East Blvd. Satoty Information available horn Truss Plate Institute.218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T10022152 1162370A • T40 COMMON 10 1 Job Reference(optional) Bolding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:14 2016 Page t I D:lv8R56ob3KYLbd9mi_ahGOyMfj5-irByn76JVYwN5mlYQyx807JXig_GXiW IhbxZBDyA17I -3-9-8 6-2-0 12-4-0 16-1-8 3-9-8 i 6-2-0 6-2-0 I 3-9-8 Scale=1:34.1 6x8 I i 3 J r�7 I 6.00 rfi 15 qI 14 C I4 1 2 16 13 0 6 r? oa 1 5x8= 2x4 11 5x8= 5 0 ►_ ril I -3-9-8 i 6-2-0 I 12-4-0 l 3-9-8 6-2-0 6-2-0 Plate Offsets(X,Y)-- [2:0.6-9,0-0.01,[4:0-6-9,0-0-01 ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.28 6-9 >825 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.73 6-9 >318 160 BCLL 0.0 * Rep Stress Incr YES WB 0.12 Horz(TL) 0.60 5 rl/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I Weight:95 lb FT=20% LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 5-4-3 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=793/0-5-8,5=788/0.5.8 Max Horz 1=-80(LC 10) Max Uplift 1=-79(LC 12),5=-81(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-341/110,2-3=-1436/287,3-4=-1437/286,4-5=-339/111 BOT CHORD 2-6=-143/1373,4-6=-143/1373 WEBS 3-6=0/313 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=25tt;B=45ft;L=24lt;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-3-6-12 to-0-6-12,Interior(1)-0-6-12 to 6-2-0,Exterior(2)6-2-0 to 9-2-0 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)Bearing at joint(s)1,5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5. 0 WARNPO3-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI-7473 rev.16V3/2015 BEFORE USE. INN Design valid for use only with Wield;connectors.This design Is bused only upon parameters shovm,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the ar>piicoblllty of design parameters and properly Incorpor<sro this design Into the overall bAAdtrrg design. Fit-icing Indicated Is to prevent hocking or In Ivldoal truss web and/or amid members only. Additional rarnf:onzy and permanent bracing MiTek' is always required for stabAlty and to prevent collapse with possible personal injury and property damage. for general guidance regarding the 6904 Parke East Blvd. storage-delivery,erection ani bracing of trusses and truss systems,seeANSI/TPII Quality Criteria.DS849 and BCSI Building Component Safely Information available from Tress Plate institute.2181J.Lee Street,Suite 312,Alexandria.VA 22314. Tarrpa.FL 33610 Job Truss Truss Type Qty 1 Ply 110022153 1162370A ' T41 I Roof Special 1 1 I Job Reference(optional) B ding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:16 2016 Page 1 ID:Iv8R56ob3KYLbd9mi_ahGOyMfj5-eDIiBo8Z 19A5K4RwYNzc5YPwBUeI?Or28vQgF5yAl7j I 4-8-14 I 9-11-8 I 15-2-2 I 19-11-0 4-8-14 5-2-10 5-2-10 4-8-14 5x6= Scale=1:38.4 6.00112 3 /ie. 12 13 1 x6= 6x6= 6x6_ 6x6 4 5 . i 1 11Nils 14 4, 9 6%8 4x10= 6x8 r y r 6.00'.12 6 10 2x4 I I 2x4 I I 3-9-8 9-11-816.1.8 19-11-0 1 3-9-8 6-2.0 6-2-0 3-9-8 Plate Offsets(X,Y)-- 11:0-3-0,0-2-121,15:0-3-0,0-2-12) LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Vdetl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.17 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.46 8-9 >509 180 BCLL 0.0 ` Rep Stress Ince YES WB 0.96 Horz(TL) 0.43 6 ri/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS i Weight:105 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-9-15 oc bracing. REACTIONS. (Ib/size) 10=785/0.5.8,6=785/0-5-8 Max Horz 10=43(LC 11) Max Uplift 10=87(LC 12),6=-87(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-746/159,1-2=-2275/405,2-3=-1317/247,3-4=-1317/258,4-5=-2275/391, 5-6=-746/168 BOT CHORD 8-9=-568/2786,7-8=-539/2786 WEBS 1-9=-414/2325,2-9=-735/212,2-8=-1678/391,3-8=-72/784,4-8=-1678/368, 4-7=-735/212,5-7=-396/2325 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=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24tt;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterlor(2)0-1-12 to 3-1.12,Interior(1)3-1-12 to 9-11-8,Exterior(2) 9-11-8 to 12-11-8,Interior(1)15-2-2 to 19-9-4 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)Bearing at joint(s)10,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,6. 0 WARNING.V.My design parrnstors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE NN-7473 raw.1a/03/2015 BEFORE USE. mit Desigtn valid for use only with MITekS connectors.this design is based only upon parameters shown.and Is for an individual balding component.not a truss system.Before use,the bulking designer must verity the applicability of design parameters and properly Incorporate this design Into the overall [xA:ding•.-design. [lacing indicated Is to prevent buckling or individual truss web tax?krr chord members only. Additional temporary and permanent lx Ling MiTek• Is always required for stability and to prevent collapse with possthle personal(slimy and property damage. f or general guidance regarding the Parke Ea fabrication,storage.delivery,erection and bracing of trusses and truss6904East Blvd.systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 69 P.FL E s10 Safety Informatton available horn Truss Plate Institute.218 N.Lee Street.Suite 312,Alexadria.VA 22314. Job Truss Truss Type Oty T Ply T10022154 11623TOA * T42 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:17 2016 Page 1 I D:Iv8R56ob3KYLbd9mi_ahGOyMfjs-6Qs5P89BoTlyyD0754VrdmxOnu2ikz4CNZ9EoYyAl7i 6-8-14 9-11-8 13-2-2 I 19-11-0 6-8-14 i 3-2-10 l 3-2.10 6-8-14 5x6= Scale=1:38.4 6.00 72 3 4x5= 6x6— = 4x5= 1 4 5 w -W..— / y N lr p Aril S agoo 9 8 /ileo 6x8 7 4x10= �87 1- 10 6.00 ,2 6 2x4 11 2x4 II 1 3-9-8 9-11-8 I 16-1-8 + 19-11-0 1 3-9-8 6-2-0 6-2-0 3-9-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.07 8 >999 240 MT20 244/190 TCDL 10.0 1 Lumber DOL 1.25 1 BC 0.57 Vert(TL) -0.21 8-9 >999 180 BCLL 0.0 * 1 Rep Stress lncr YES WB 0.45 Hofz(TL) 0.16 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS I Weight:110 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-4-4 oc bracing. REACTIONS. (lb/size) 10=785/0-5-8,6=785/0-5-8 Max Horz 10=26(LC 11) Max Uplift 10=95(LC 8),6=-95(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-762/170,1-2=-1071/184,2-3=-1285/251,3-4=-1285/262,4-5=-1071/174, 5-6=-762/179 BOT CHORD 8-9=-395/1759,7-8=-370/1759 WEBS 1-9=-197/1182,2-9=-829/236,2-8=-770/228,3-8=-153/949,4-8=-770/219, 4-7=-829/236,5-7=-184/1182 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.Opst;BCDL=5.Opsf;h=25ft;B=45f1;L=24ft;eave=4fh Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9.11.8,Exterior(2) 9-11-8 to 13-2-2 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)10,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,6. 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. 11111 Design valid to use only with Mileki connectors.Ibis design Is bused only upon parameters shown.and is for an individual bolding component riot a truss system.Before use.the bulking designer must verify the applicability of design parameters and property Incorporate this design kilo the overall br Aiding design. Bracing indicated is to prevent buckling of Indhkdudi Criss wet:•,rnd/or crn r7 members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the 6904 Parke East Blvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/7PI l Quality Criteria,D911419 and SCSI Building Component Safety Information available horn Truss Plate Institute,218 N.Lee Street.Suite 312,Adexandila VA 22314. Tampa,FL 33610 Job Truss Truss Type IQty Ply T10022155 11623TOA • T43 Roof Special 'I 1 I I Job Reference(optional) Blinding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:18 2016 Page 1 I D:Iv8R56ob3KYLbd9mi_ahGOyMfj5-bcQTcUAgZmOpZNbJfo04AzUH41OITP1 LbCvnK_yAl7h 3-9.8 8-8-14 9-11-8 11-2-2 16-1-8 19-11-0 3-9-8 i 4-11-6 ' 1-2-10 11-2-10 I 4-11-6 3-9-8 6.00 7 5x6= 4x10= Scale=1:38.4 4x6 4x6 4x5= 2x4 I: 5 66 2x4 14x5= 1 2 .4C- j—' :\/ 7 8 rs 14 L7 15 3 16 E. 17 l V1 12 11 10 7x10 2x4 II 7x10 • r V IX 13 6.00 7 9 2x4 II 2x4 II 3-9-8 9-11-8 16-1-819-11.0 i I 3-9-8 6-2-0 I 6-2-0 ' 3-9-8 Plate Offsets(X,Y)-- (3:0-0-12,Edgel,(6:0-0-4,Edge),110:0-3-8,0-3.4),(12:0-3-8,0-3-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.05 11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.16 11-12 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.53 Horz(TL) 0.10 9 n/a n/a BCDL 10.0 Code FBC2014/-P12007 Matrix-MS Weight:123 lb FT=200/o LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=785/0-5-8,9=785/0-5-8 Max Horz 13=10(LC 11) Max Uplift 13=-132(LC 8),9=-132(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-13=-754/165,1-2=-824/149,2-3=-838/156,3-4=-1183/326,3-5=-179/401, 5-6=-179/401,4-6.1183/322,6-7=-838/160,7-8=-824/154,8-9.754/169 BOT CHORD 11-12=-261/1402,10-11=-260/1402 WEBS 1-12=-191/1057,2-12=-318/139,4-12=-626/111,4.11=0/280,4-5=-418/182, 4-10=-626/111,7-10=-318/139,8-10=-197/1057 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.Opst BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-11-8,Exterior(2) 9-11-8 to 11-1-11 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 ail areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)13,9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(1t=lb) 13=132,9=132. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. A WARNING-Verily design parameters and READ NOTES ON THS AND INCLUDED MITEK REFERANCE PAGE M9-7473 rev.1083/2015 BEFORE USE mg Design valid for use only with MITekc5>connectors.This design Is based only upon parameters shown,and Is for an kxiMdual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and property Incorporate this design into the overall i-raking desgn. firacIng kn lcolerf Is to prevent budding of Individual tnrcs web anti/or chord members only. Add hon l ternpsmsry and pen-,anent brodrsg MITek' Is always required for stability and to prevent collapse with possible personal I nkry and properly damage. for general guidance regadkng the fabrication,storage,delivery,erection and bracing of trusses and Puss systems,seeANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Padre East Blvd. Sorely Information available from Truss Plate institute.218 N.Lee Sheet.Suite 312.Alexandria-VA 22314. Tampa-FL 33610 Job Truss Truss Type Qty Ply 710022156 I1623TOA • T44 Roof Special 1 1 Job Reference(optional) Bdilding Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:19 2016 Page 1 ID:Iv8R56ob3KYLbd9mi_ahGOyMfj5-3o_rggASK4ZgBXAVDVXJjB1 RDhrngCvAUgseKsQyAl7g I 3-9-8 9-11-8 16-1-8 19-11-0 I 3-9-8 6-2-0 6-2-0 3-9-8 4x5= 4x5= 2x4 II 3x6= 4x5= 4x5= Scale=1:38.4 1 12 2 13 3 4 14 5 15 6 13 1 X . \ v 10 9 8 0 6x8 4x10= 6x8 4 n sr 11 6.00112 7 2x4 II 2x4 II I 3-9-8 I 9-11-8 I 16.1.8 19-11-0 3-9-8 6-2-0 6-2-0 3-9-8 —---- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.04 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 i BC 0.41 Vert(TL) -0.13 8-9 >999 180 BCLL 0.0 * Rep Stress Inco YES WB 0.35 Horz(TL) 0.06 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I Weight:129 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-4 cc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=785/0-5-8,7=785/0-5-8 Max Uplift 11=-154(LC 8),7=-154(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-754/169,1-2=-622/124,2-3=-1034/176,3-5=-1034/176,5-6=-622/124,6-7=-754/169 BOT CHORD 9-10=-130/643,8-9=-130/643 WEBS 1-10=-182/915,2-10=-580/182,2-9=-111/469,3-9=-377/162,5-9=-111/469,5-8=-580/182,6-8=-182/915 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0ps1;BCDL=5.Opsf;h=25lt;B=45tt L=24th eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 19-9-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Bearing at joint(s)11,7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 11=154,7=154. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MFTEK REFERANCE PAGE M0-7473 rev.1093/2015 BEFORE USE ll Design valid for use only with Mllokn connectors.This design k based only upon parameters shown,and Is for an Uidhldtal 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 building design. Firociv Indk:ated is to prevent buckling at indivkitxr torts wt)eand/or r chordand members only. Addltlonal temporary permanent bracing MiTek* ek• is always required for stability and to prevent collapse with p orsble personal Injury aril properly damage. Fax general guidance regarding the 6904 Parke East Bed. fabrication,n,storage,delivery,erection and bracing of trusses trussComponent and systems,seeANSVTPI1 Quality Criteria.DSB-89 and BCSI Building Compont Safety Information available from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexa ndrfa.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T10022157 11623TOA ' T45 Roof Special 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:20 2016 Page 1 I D:Iv8R56ob3KYLbd9mi_ahGOyMfjs-X?YD1 AB45OhXphlhnD2YFOZYd559xNue3W OuOsyAl7f 3-9.8I 9-11.8 16-1-8 19.11-0 i 3-9-8 6-2-0 6-2-0 3-9-8 4x5= 4x5= 2x4 I! 3x6- 4x5= 4x5= Scale=1:41.2 1 12 2 13 3 4 14 5 15 6 Ira $ I+ IMI 9 6 V 11112, 10 9 8 0 6x8-.= 4x10= b�8� N 11 6.00[12 7 2x4 II 2x4 I! 3-9-8i 9-11.8 i 16-1-8 19-11-0 3-9-8 6-2-0 6-2-0 3-9-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud I PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.04 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.12 8-9 >999 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.32 Horz(TL) 0.05 7 n/a n/a SCOL 10.0 1 Code FBC2014/TPI2007 Matrix-MS Weight:140 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 11=785/0-5-8,7=785/0-5-8 Max Uplift 11=-154(LC 8),7=-154(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1.11=-754/169,1-2=-497/99,2-3=-827/141,3-5=-827/141,5-6=-497/99,6-7=-754/169 BOT CHORD 9-10=-104/514,8-9=-104/514 WEBS 1-10=-167/836,2-10=-580/182,2-9=-96/407,3-9=-378/163,5-9=-96/407,5-8=-580/182,6-8=-167/836 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=4511;L=24tt;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.1-12 to 3-1-12,Interior(1)3-1-12 to 19-9-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Bearing at joint(s)11,7 considers parallel to grain value using ANSI/I-PI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ojt=1b) 11=154,7=154. 4 1 mit 0 WARNING-Verify detfgn parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11.7473 rev.10/032015 BEFORE USE. Design valid for use only with MITekOS connectors.This design Is bored only upon parameters shown.and is for an itddividual 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 d skarn. Bracing lndkxsfed is to prevent buckling of in tvklrnaf tmxt web and/Cr chord mernhars only. A'.111fiantx temp,:,roiy and p erm:ment bracing MiTek' is always required for stability and to prevent collapse with possible personal WY and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of busses and truss systems seeANSI/IPII Gully Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available Corn Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Type Qty Ply Ti 0022158 li 11623TOA • Roof Special 1 1 Job Reference(optional) Bffliding Component Suppl , Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:20 2016 Page 1 I D:Iv8R56ob3KYLbd9mi_ahGOyMfj5-X?YD1 AB45OhXphlhnD2YFOZcy55KxLXe3W OuOsyAl7f 3-9-8 I 9-11-8 I 16-1-8 I 19-11-0 ' 3-9-8 6-2-0 6-2-0 3-9-8 4x5= 4x5= 2x4 i l 3x6= 4x5= 455= Scale=1:46.2 1 12 2 13 3 4 14 5 15 6 X 0 16 . E\ I 4 10 9 8:11111114111111111111111111111444 6 4x10= 6x8 eS 14 la mi ►_ 7 11 6.00 Fff 2x4 II 2x4 I 3-9-8 9-11-8 16-1-8 19-11-0 I 3-9-8 I 6-2-0 I 6-2-0 I 3-9-8 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 0.37 Vert(LL) -0.04 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.11 8-9 >999 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.41 Horz(TL) 0.05 7 r✓a n/a BCDL 10.0 l Code FBC2014/TPI2007 Matrix-MS ( Weight:152 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-11,6-7 REACTIONS. (lb/size) 11=785/0-5.8,7=785/0-5-8 Max Uplift 11=-154(LC 8),7=-i54(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-754/169,1-2=-414/82,2-3=-689/117,3-5=-689/117,5.6=414/82,6-7=-754/169 BOT CHORD 9-10=-87/428,8.9=-87/428 WEBS 1-10=-157/790,2-10=-580/182,2-9=-87/369,3.9=-379/163,5-9=-87/369,5-8=-580/182,6-8=-157/790 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=2511;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 19-9-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Bearing at joint(s)11,7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 11=154,7=154. r 0 WARNING-VNUy deaipn parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MR-7473 mv.10g3/2015 BEFORE USE ml• Design valid for use only with MITekit connectors.this design Is based only upon parameters shown.and is for an individual bonding 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. limning Irritated is to prevent b e.klinkg or IndivkAny Miss Wer,and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses end truss systems.seeANSI/1PI I Qually Criteria,DSB-89 and SCSI Bulking Component 6904 Parke East Bled. Safely Information avc fable from Truss Plate Inslfute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty !Ply T10022159 1162370A • 147 Roof Special 1 1 Job Reference(optional) Budding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:21 2016 Page 1 I D:Iv8R56ob3KYLbd9mi_ahGOyMfj5-?B6bFW CirhpOOrKuKwZnoc6r?VW Sgu5nIA7RxJyAl7e 3-1.0 3-1-0 3X4= 5x6= Scale=1:48.6 1 2 r��1 Ai. Nle cr a 3x4 3x6= 3x6 4 6.00 I12 2x4 11 3-1-0 3-1-0 Plate Offsets(X,Y)-- 12:0-3-0,0-2-121 LOADING (psf) ! SPACING- 2-0-0 CSI. DEFL. in (loc) I/deli lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 3 Na 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 3-1-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 1-4 REACTIONS. (lb/size) 4=100/0-5-8,3=100/0-3.8 Max Uplift 4=-22(LC 8),3=-22(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25tt;B=45ft;L=24ft;eave=41t;Cat. II;Exp B;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)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)Bearing at Joint(s)4,3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,3. A WARNING-Ver1Iy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIf-7473 rov.1G53/2015 BEFORE USE. 11 Design valid for use only with MlleirS connectors.Th/5 design Is towed oNy upon paaneters shown,and is for cn Indivki al bolding component.not a truss system.Before use,the txaiding designer must veitfy the applicability of design parameters and properly hscorpxrate this design into the overall building ding design. !racing tnalcare d Is to prevent buckling or Irxilvrdt sc9 muss web and/or chord members only. Additional temporary:x xi permanent tracing MITek" is always required for stability and to prevent collapse with possible personal him and property damage. For general gukiance regacfng the fatrk:atlon,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/lPt1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parka East Blvd. Safety Information available from.Truss Plate Institute.218 N.lee Skeet,Suite 312,AiexancM a.VA 22314. Tampa,FL 33610 Job Truss I Truss Type Qty Ply T10022160 111623TOA • T48 I Root Special 1 1 Job Reference(optional) BItilding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:22 2016 Page I ID:Iv8R56ob3KYLbd9mi_ahGOyMfj5-TNg_SsDKc?xE2?v4ud4OKp101vshPKLxW qt?TIyAl7d lls 3-1-0 I 31-0 i 3x4= 5x6= Scale:114-=1' 1 2 0 n pF fe.11 co 9 3x4 i 3x6= �� 3x6= 4 6.00 12 2x4 'I I 3-1-0 3-1-0 Plate Offsets(X,Y)-- (2:0-3.0,0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/dell L/d PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.01 3-4 >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-MS Weight:54 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 1-4 REACTIONS. (lb/size) 4=100/0-5-8,3=100/0-3-8 Max Uplift 4=-22(LC 8),3=-22(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opst BCDL=5.Opst h=25ft;B=4517 L=241t;eave=oft Cat. II;Exp B;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)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 fall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Bearing at joint(s)4,3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,3. 0 WARNING-Verify design panmr t a and READ NOTES ON THIS AND INCLUDED AMER REFERANCE PAGE MN-7473 rev.104932015 BEFORE USE. ill Design valid for use only with N9Tekb connectors.This design is based only upon parameters shown,and is for an Individual building component-not a truss system.Before use,the bulking designer must verify the applk:abllty of design parameters and properly Incogxxate this design Into the overall building design. Fr:Icing indloated is to prevent buckling o1lndlvkdrkal tnrssweband/or chord members only. Ad lIlen l temporary and parrranent bracckrg - MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general gukiasce regarding the fabrication.storage.delivery-erection and Lxacing of trusses and truss systems.seeANSI/TPI1 Quality Criteria.OSB-89 and BCSI Building Component 6904 Parke East BNd. Satiety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 1Job Truss Truss Type Qty Ply T10022161 11623TOA a T49 Roof Special 1 1 !Job Reference(optional) Balding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:22 2016 Page 1 ID:Iv8R56ob3KYLbd9mi_ahGOyMfj5-TNg_SsDKc?xE2?v4ud40Kpfz7vgpPGgxW qt?TIyAl7d 3.9.8 8-6-0 3-9.8 I 4-8-8 3x4= 2x4 I'. 3x4= Scale=1:56.2 1 7 2 8 3 cA ) 11 ri r: • .� 2x4 II 1,4 4x10 6 6.00 FIF 2x4 II 3-9-8 8-6-0 3-9-8 4-8-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.03 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.07 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Hof z(TL) 0.00 4 rile n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MS Weight:81 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 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. WEBS 1 Row at midpt 1-6 REACTIONS. (lb/size) 6=328/0-5-8,4=328/0-5-8 Max Uplift 6=-73(LC 8),4=-73(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-292/124,3-4=-283/129 WEBS 2-5=-306/156 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=4it Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1.12 to 3-1-12,Interior(1)3-1-12 to 8-4-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Bearing at joint(s)6 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,4. 0 WARNING•Verily design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M/•7473 rev.10W3/2O15 BEFORE USE Design valid for use only with MITetrb connectors.this design is breed only upon parameters shown,and Is for an Individual bolding component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall bredsng design. &m-.tg VrdkxstE d Is to prevent br Mkling 0r Individual from web and/or chord members only.Addllior*4 tamr.axrxy cnd pemmanenr txxUg MiTek' Is always required for stablity and to prevent collapse with possible personal injury and property damage. For general guidcerce regarding the fabrication,storage,deilvery,erection and bracing of trusses and truss systems.seeANSl/IPI l Quality Criteria,038-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdktrle horn Truss Plate Institute.218 N.Lee Street.Stile 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T10022162 11623TOA • T50 Roof Special 1 1 Job Reference(optional) BLitIding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:23 2016 Page 1 ID:Iv8R56ob3KYLbd9mi_ahGOyMfjS-xZDMfBDyNJ35g8UGSLbF11 B8wJA28j741UcY?ByAl7c 3-9-8 8-6-0 3-9-8 I 4-8-8 3x4= 2x4 I 3x4= Scale=1:56.0 1 7 2 8 3 AN - .' Itv I 5 2x4 II Irfi 4x10 s 6 6.00 FY 2x4 II 3-9-8 8-6-0 I 3-9-8 4-8-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.03 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.07 4-5 >999 180 BOLL 0.0 * Rep Stress trier YES WB 0.29 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:81 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 1 OP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Rowatmidpt 1-6 REACTIONS. (lb/size) 6=328/0-5-8,4=328/0-5-8 Max Uplift 6=-73(LC 8),4=-73(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-292/124,3-4=-283/129 WEBS 2-5=-306/156 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=2511;B=45ft;L=24tt;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3.1-12 to 8-4-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5)Bearing at joint(s)6 considers parallel to grain value using ANSUfPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,4. a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/03/2015 BEFORE USE. mill• Design valki for use only with Mik t6:connectors.TNs design is based only upon pcscmeters 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 kicorporate this design Into the overall i bra:ling design. fircx-ine indt.,ated is to prevent rric.ktlrci or InalVidtKi imus wen,and/or cr,,rd mernr,ers only. Additt..nor temp nary and permanent hr scInJ MiTek* Ls always required for stability and to prevent collapse with possble personal injury and property damage. For general guidance regad'ng the fabrication,storage,delNery.erection and tracing of trusses and buss systems.seeANSI/TPI1 Quilty Criteria,DSB-89 and BCSI Bulking Component 6904 Parke East Blvd. Safely Information avdktbte from Truss Plate hstltute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 -Job Truss Type City Ply 710022163 11623TOA • Flat Girder 1 2 ,Job Reference(optional) Bdiiding Component Suppi p Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:28 2016 Page 1 ID:Iv8R56ob3KYLbd9mi_ahGOyMfj5-IX1 FjvH5CrhOmwMEFuBOa4utHKnlpphpvmKJhPyAl7X 5-4-15 10-6-6 15-7-13 20-9-4 25-4-13 30-0-7 34-11-8 5-4-15 5-1-7 5-1-7 5-1-7 I 4-7-9 4-7-9 4-11-1 THIS TRUSS IS NOT SYMMETRIC. 9J, PROPER ORIENTATION IS ESSENTIAL. 2x4 II 3x6= Scale=1:76.9 j 6x6— 4x5- 3x6= 5x6= 7x10= 2x4 .1 4x5= 5x6 li 1 2 24 3 4 25 5 6 26 7 8 9 10 i 4 •r ns ,., $ -. 1 0 d/1\ I ti■ e � at nn en n Al nn fl : 111 ,n r in Ala flAlin err II'. ni M in 23 22 27 28 29 2130 31 20 33 34 35 36 37 38 3 16 19114 433 44 49648 312 50 4951 52 1 53 Special JUS24 6x8=JUS24 THD26 JUS24THD26 10x12= 10x12= 10x12= 10x12= 3x5 'I 5x10 MT2OHS 1! 4x6 I' Special 10x12- Special Special JUS24 JUS24 JUS24 JUS24 6x8=JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 Special Special JUS24 JUS24 THD26 JUS24 Special Special JUS24 Special Special Special THD26 Special THD26 THD26 Special 5-4-15 10-6-6 15-7-13i 20-9-4 I 25-4-13 30-0-7 l 34-11-8 5-4-15 5-1-7 5-1-7 5-1-7 4-7-9 4-7-9 4-11-1 Plate Offsets(X,Y)-- 11:0-2-12,0-2-01,16:0-2-8,0-2-01,110:0-3-0,0-2-41,112:0-3-8,0-6-41,113:0-6-0,0-6-41,118:0-3-8,0-5-121,120:0-6-0,0-6-41,121:0-3-8,0-6-41 LOADING (psi) T SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.14 18-20 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Ven(TL) -0.27 18-20 >922 180 MT2OHS 187/143 BCLL 0.0 ' 1 Rep Stress Ind NO WB 0.97 Horz(TL) 0.02 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:783 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-9 oc purlins, BOT CHORD 2x8 SP SS'Except' except end verticals. 11-14:2x8 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3`Except' 6-0-0 oc bracing:16-18,13-16. 1-23,10-11,6-16:2x6 SP No.2,1-21,2-20,5-20,6-18:2x4 SP No.1 WEBS T-Brace: 2x4 SP No.3-5-18 OTHERS 2x6 SP No.2 2x6 SP No.2-1-23,6-16 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 23=93941(0.5.8+bearing block) (req.0-5-9),11=5225/0-3-8,16=17665/(0-5-8+bearing block) (req.0-10-7) Max Uplift 23=842(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-23=-7964/669,1-2=-4650/371,2-3=-5758/181,3.5=-5758/181,5-6=-3693/0, 6-8=-1608/0,8-9=-1608/0,9-10=-2120/0,10-11=-4041/0 BOT CHORD 20-21=-371/4650,18-20=0/3693,16-18=-712/0,13-16=-712/0,12-13=0/2120 WEBS 1-21=-716/9055,2-21=-2205/0,2-20=0/2204,3-20=-318/106,5-20=-437/4106, 5-18=-3817/465,6-18=0/8757,6-16=-12338/0,6-13=0/4979,9-13=-1099/78, 9-12=-158/679,10-12=0/4424 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3')nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 0-6-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered 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)2x8 SP SS bearing block 12"long at jt.23 attached to each lace with 4 rows of 10d(0.131"x3")nails spaced 3'o.c.16 Total fasteners per block.Bearing is assumed to be SP No.2. 4)2x8 SP SS bearing block 12'long at jt.16 attached to each face with 3 rows of MITRSLK-G412 spaced 3"o.c.12 Total fasteners per block.Bearing is assumed to be SP No.2. 5)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=451t;L=35ft;eave=4th Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)'This truss has been designed for a live load of 20.0psf 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=10.0psf. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 23=842. Continued on Daae 2 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. 10. Design valid for use only with MIIekb connectors.this design Is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use.the balking designer must verify the appxicabllty of design parameters and properly incorporate This design Into the overdt braiding design. Bracing Indicated Is to prevent hiickling of kxtbkarat units web and/or chord members only. Additional tempi-gory and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the Parke East Blvd. fabtcation,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI l Quality m 8804 Criteria,DSB-89 and BCSI Building Co ponent Tampa.04 FL 33610 SoftInformation available from truss Pale Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Job Truss Truss Type I Qty Ply 710022163 11623T0A ' 751 Flat Girder 1 2 Job Reference(optional) Bdilding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:28 2016 Page 2 I D:Iv8R56ob3KYLbd9mi_ahGOyMfj5-1X1 FjvHSCrhOmwME FuBQa4utHKnlpphpvmKJhPyAl7X NOTES- 11)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 34-0-12 to connect truss(es)to front face of bottom chord. 12)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 6-4-12 oc max.starling at 15-3-2 from the left end to 32-10-3 to connect truss(es)to back face of bottom chord. 13)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 34-0-12 from the left end to connect truss(es)to back face of bottom chord. 14)Fill all nail holes where hanger is in contact with lumber. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1078 lb down at 13-7-15,1029 lb down at 18-5-8,1029 lb down at 21-7-14,and 1089 lb down at 26-5-7,and 1110 lb down at 29-7-13 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 16)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-10=-60,11-23=-20 Concentrated Loads(lb) Vert:19=-1837(F=-352,B=-1486)12=-352(F)14=-352(F)17=-1381(F=-352,8=-1029)27=-1951(F=-357,B=-1594)29=-1951(F=-357,B=-1594)30=-1951(F=-357, B=-1594)31=-1951(F=-357,B=-1594)32=-2057(F—352,B=-1705)34.1078(B)35=-352(F)36=-1029(8)37=-352(F)38=-1029(B)39=-352(F)40=-1029(B) 41=-1029(B)42=-352(F)43=-1052(B)44=-1210(B)45=-352(F)46=-1089(B)48=-1376(F=-352,B=-1024)49=-1110(6)50=-1110(6)51—352(F)52=-1110(B) 53=-381(F=-355,B=-26) • A WARNING-Varity design paramsfara and READ NOTES ON THIS AND INCLUDED MlfEK REFERANCE PAGE Md-7073 ray.10/03/1015 BEFORE USE. Design valid for use only with MIIeig)connectors.this design Is based oily upon parameters shown,and Is for an hdlvkhral bolding component.mol a from system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall 14 Acting design. leasing Indk:ated Ls to prevent buckling or individual runs web and/or chord members only. A+klitlorsi temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal hlury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of Misses and truss systems seeANSI/IPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Skeet.Suite 312.AlexadAa,VA 22314. Tampa,FL 33610 ---------- ------- Job Truss Truss Type Qty Ply 11623Tc A • T52 ROOF SPECIAL GIRDER 1 710022164 2 (Job Reference(optional) Sliding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:30 2016 Page 1 ID:Iv8R56ob3KYLbd9mi_ahGOyMfj5-Ew9?8bJLkSx60DW cMJEuN_IQ7RPHID6M4pQIHyAI7V 5-6-10 10-11-8 16-4-6 21-11-0 5-6-10 5-4-14 5-4-14 5-6-10 5x6= 4x5= 3x6= 4x5= 7x10= Scale=1:73.0 1 2 15 3 4 16 5 6 11-1 m Id 356=• qN • O d ID m 3x6_af1 nn nn ,nn nn ®in IL' 1111 711 I nn nn 74 1g 12 17 18 19 11 20 21 ton 9 23 24 25 26 8 2728 29 7 4x6 II THD267x8= THD26 4x6- THD26 THD26756= THD26354II 354= THD26 7x10= THD26 THD26 354= THD26 354-- 354 3x4 3x4 - 5-6-10 10-11-8 16-4-6 21-11-0 I TH®2610 5-4-14 5-4-14 5-6-10 Plate Offsets(X,Y)-- (6:0-3-8,Edge),[8:0-3-0,0-4-41,(9:0-5-0,0-4-81,(11:0-3-0,0-4-41 LOADING (psf) ( SPACING- 2-0-0 CSI. -J DEFL. in (hoc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 ( Vert(LL) -0.08 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.19 8-9 >999 180 BCLL 0.0 ' j Rep Stress Inco NO WB 0.84 Horz(TL) -0.00 14 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:456 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 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-12:2x4 SP SS WEBS Web Brace:Length(member) 6-7-2(1-12); OTHERS 2x4 SP SS'Except' 6-13:2x4 SP No.3 REACTIONS. (lb/size) 12=4465/0-5-8,14=453310-3-8 Max Uplift 12=-1241(LC 4),14=-1265(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-3922/1113,1-2=-2295/638,2-3=-2973/815,3-5=-2973/815,5-6=-2296/639, 7-13=-170/690,6-13=-170/690 BOT CHORD 9-11=-638/2295,8-9=-639/2296 WEBS 1-11=-1223/4407,2-11=-1468/454,2-9=-394/1314,3-9=-319/134,5-9=-392/1311, 5.8.1454/450,6-8=-1189/4275 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)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=2511;B=45ft;L=24f1;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsi on the bottom chord in 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. 7)Bearing at joint(s)14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 12=1241,14=1265. 9)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starling at 2-0-12 from the left end to 20-0-12 to connect truss(es)to front face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. Continued on Daae? A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 815-7473 rev.1073312015 BEFORE USE. Design valid for use only with MileleD connectors.This design is based only upon parameters shown,and is for an Individual holding component,not a truss system.Before use.the building designer must verify the at plk:all111y of design parameters and properly incorporate this design into the overall br riding design. fvacing Indicated Is to prevent hr,ckting of individual moss wet,and/ad chord members only. Additional temporary and permanent bra-.Ing MITek• Is always required for stability and fo prevent collapse with possible personal injury and property damage. For general gridatce regarding the tatxlcatlon,skoage,delivery,erection and bracing of trusses and truss systems,seeANSt/IPI l Quatly Criteria.DSB-89 and BC$I Building Component 6904 Parke East Blvd. Safety Informalton available from Trus Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type j Qty Ply T10022164 11623NA • T52 ROOF SPECIAL GIRDER j 1 n G IJob Reference(optional) Bdiilding Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:30 2016 Page 2 I D:Iv8R56ob3KYLbd9mi_ahGOyMfj5-Ew9?8bJLkSx6ODW cMJEuN_IQ7RPHID6M4pOIHyAI7V LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Ven:1-6=-60,7-12=-20 Concentrated Loads(Ib) Vert:8=-729(F)17=-729(F)19=-729(F)20=-729(F)21=-729(F)23=-729(F)24=-729(F)26=-729(F)27=-729(F)29=-729(F) • • • • • • A WARNING-Verity design paameters and READ NOTES ON THIS AND INCLUDED M(EK REFERANCE PAGE*11.7473 rev.10103/2015 BEFORE USE • Design valid for use only with MilektS connectors.This design Is based only upon parameters shown.and is for an Individual bulging component not a truss system.Before use,the building designer must verify the appllcabilty of deslll<n parameters and properly incorporate this design Into the overall bt Aiding design. (tracing Indk:ated Is to prevent buckling or Individual truss weh,Fid/,r chord members only.Additional tempus:ry and pPtnnanvInt bracing MiTek' Is always requked for stability and to prevent collapse with possible personal In/ray and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI t Quality Cdt.da,DSB-89 and BCSI Beading Component 6904 Parke East Blvd. Safety Inform:Mon avclable korn Truss Plate Institute.218 N.Lee Street,Suite 312.Nexand la,VA 22314. Tampa.FL 33610 !Job Truss Truss Type Qty Ply T10022165 11623TOA' T53 GABLE 1 1 Job Reference(optional) BGilding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:31 2016 Page 1 ID:Iv8R56ob3KYLbd9mi_ahGOyMfj5-i6iNLxKzVm3zdN5pw017CjW alXyg0P6GbkYzHkyAl7U 1 26-10-0 26-10-0 1 Scale=1:44.0 4x5= 6x6= 1 2 3 4 5 6 7 8 9 10 44 11 45 12 13 14 15 16 17 18 19 4620 21 Y Y Y Y Y Y • Y • I. Y • Y 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 4x5= 6x6= 1 26-10-0 26-10-0 l Plate Offsets(X,Y)-- 131:0-3-0,0-0-81 _ LOADING (psf) SPACING- 2-0.0CSI, F DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) n/a n/a 999 I MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES 1 WB 0.03 Horz(TL) 0.00 22 r/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-S I Weight:205 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, SOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 26-10-0. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)43,22,23,24,25,26,27,28,29,30,32,33,34,35,36,37, 38,39,40,41,42 Max Gray All reactions 250 lb or less at joint(s)43,22,23,24,25,26,27,28,29,30,32,33,34,35,36, 37,38,39,40,41,42 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=27ft;eave=2ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 26-8-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Provide adequate drainage to prevent water ponding. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 9)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)43,22,23,24, 25,26,27,28,29,30,32,33,34,35,36,37,38,39,40,41,42. A WARNING-Verily design perimeters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE NII-7473 rev.10/03/201S BEFORE USE ill Design valid for use only with Weir®connectors.This design Is[rued only upon parameters shown,and Is for an individual building component,not a truss system.Before use.the bolding designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. W k pr :icing Indicated to event hackling or k dtvkit KA miss web arkyor chord members only. Ad:Nik:nal temporary d permanent br xing MilT ek• is always required for stability and to prevent collapse with possible personal Inksy and property damage. For general guidance regarding the fabrication,storage,delwery,erection and tracing of trusses and truss systems seeANSI/TPI I Ciudty Ofterra,D58-89 and BCSI Building Component 6904 Parke East Btvd. Safely Information available from truss Plate Institute.218 N.Lee Street.State 312.Alexcnddo,VA 22314. Tarrpa.FL 33610 Job Truss Truss Type Qty Ply I110022166 11623TOA • T54 Flat Supported Gable 1 1 i Job Reference(optional) Balding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:33 2016 Page 1 ID:lv8R56ob3KYLbd9mi_ahGOyMij5-eVg8mcLE1 NPubhFB1 RnbH8ctmldbUl?Y2214McyA17S I 26-9-8 26-9-8 Scale=1:43.9 4x5= 6x6- 1 244 3 4 5 6 7 8 9 10 45 11 46 12 13 14 15 16 17 18 19 20 21 D 'D € € ID € D 9 E} D D, { D 74I 9, $ D, D I • fi 19 I 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 4x5= 6x6= 26-9-8 I 26-9-8 Plate Offsets(X,Y)-- (34:0-3-0,0-0-8) LOADING (psi) SPACING- 2-0-0 CSI. i DEFL. in (loo) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) ria - rVa 999 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) rVa - rVa 999 BOLL 0.0 * Rep Stress lncr YES WB 0.07 i Horz(TL) 0.00 22 n/a n/a BCDL 10.0 Code F8C2014/TPI2007 Matrix-S I Weight:204 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 26-9-8. (Ib)- Max Horz 43.103(LC 10) Max Uplift All uplift 100 lb or less at joint(s)22,41,40,39,38,37,36,35,33,32,31,30,29,28,27,26, 25,24,23 except 43=-151(LC 10),42=-165(LC 12) Max Gray All reactions 250 lb or less at joint(s)43,22,42,41,40,39,38,37,36,35,33,32,31,30,29, 28,27,26,25,24,23 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=27ft;eave=2it Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 26-7-12 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)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. 3)Provide adequate drainage to prevent water ponding. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)22,41,40,39, 38,37,36,35,33,32,31,30,29,28,27,26,25,24,23 except(jt=lb)43=151,42=165. 1 I 1 A WARNING-Verify design paramotors and READ NOTES ON THIS AND INCLUDED MRTEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE idl• Design valid for use oNy with Mitek connectors.This design Is based oNy upon parameters shown.and is for an IndMdual Ixltcilng component,not a buss system.Before use,the building designer must verify the applicability of design t.raaneters and property ktcort urate this design into the overall t illittrtg design. Nacinglnr7MntedIstopreventbucklingorhwilvkualtrussweh.lnd/'.-++'.-fh-..:1ri.orntxasordy. AdtAnon.:ritarni:-:•r.by•..-11,1N:m•:x»tr.1t-,z..1no MiTek' Is always requked for stability ity and to prevent collapse with possiblepersonal Injuryr:Injury and property damage. For general guldae regarding the fabrication,storage,delivery,erection and bracing of trusses and huts systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely avalable from Tries Plate institute.218 N.Lae Street.Suite 312.Alexandria.VA 22314. 1 Tampa.FL 33610 Job I Truss Truss Type Qty ,Ply T10022167 1162370A • VO1 Valley 1 1 Job Reference(optional) Wilding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:34 2016 Page 1 ID:Iv8R56ob3KYLbd9mi_ahGOyMij5-7hOWzyMsnhRXUrgOb91gqL8OhkwW Dj9iHindu3yAl7R 25-7-10 {27-10-14 25-7-10 2-3-4 5x6= Scale=1:77.9 6.00'12 8 9 19 3x6 i 6 7 illro 4 T7 ciT ' -di N t 61 a 3 2 18 o : ....___.: ____,.._. :;da I_ 3x4 17 16 14 13 12 11 15 6x6 3x6_ 6.001r 0-9-8 27-10-14 { 0-0.8 27-10.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 r Plate Grip DOL 1.25 TC 0.29 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 I BC 0.20 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(TL) -0.00 11 rt/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S I Weight:168 lb FT=20% LUMBER- BRACING- 1 UL'CHOl1D 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 9-10,8-11,7-12,6-13 REACTIONS. All bearings 25-8-14. (Ib)- Max Horz 1=330(LC 12) Max Uplift All uplift 100 lb or less at joint(s)12,13,14,16,17,11 Max Gray All reactions 250 lb or less at joint(s)1 except 12=453(LC 17),13=418(LC 17),14=447(LC 17), 16=335(LC 17), 17=425(LC 21),11=343(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-367/200,2-3=-281/146 WEBS 7-12=-256/135,2-17=-309/160 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=5.0pst;BCDL=5.0psf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 25-7-10,Exterior(2)25-7-10 to 27-9-2 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)12,13,14,16,17, 11. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/032015 BEFORE USE. Ni Design vdld for use only with MileiMS connectors.This de9gn Is used only upon parameters shown.and Is for an Individual briding component,not a truss system.Before rue.the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building deign. (tracing Indicated Lc to prevent bssc ling or Incl dr sat tares web and/or orsard members only. Ad.ltloncS tarn{.or sand ypermanent bracing Mi lT ei Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East BNd. falxicatlon,storage.delivery,erection and bracing of busses and Inns systems,seoANSI/TPI I Qualify Criteria,058.89 and SCSI Building Component Safety Information avctable horn Truss Plate Institute,218 N.Lee Street.StAte 312.Nexandrla.VA 22314. Tampa.FL 33610 ;Job Truss Truss Type Qty Ply T10022168 11623TOA ' V02 Valley 1 1 I f Job Reference(optional) • Btfilding Component Suppl Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:35 2016 Page 1 ID:Iv8R56ob3KYLbd9mi_ahGOyMfj5-btyuBINUY?a06_Oa9sp3MZhD58H6y9ZrW MW BOVyA17O • I 23-7-10 125-10-14 23-7-10 2-3-4 5x6- Scale=1:68.9 6.00(12 8 Io 18 7 3x6 - 5 6 J I. 1 d1 3 `-� la I- i 2 1 0 0 T. -4 -4-7-1.. 0 $ -4- 6 3x4 i 17 1619 15 t4 13 12 11 10 3x6= 1 25-10-14 _ 25-10-14 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.26 Horz(TL) 0.00 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:152 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceding directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 9-10,8.11,7-12 REACTIONS. All bearings 25-10-6. (lb)- Max Horz 1=301(LC 12) Max Uplift All uplift 100 lb or less at joint(s)10,11,12,13,15,16,17 Max Gray All reactions 250 lb or less at joint(s)10,1 except 11=299(LC 17),12=453(LC 17),13=418(LC 17), 15=434(LC 17),16=351(LC 17),17=311(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-345/181,2-3=-284/150 WEBS 7-12=-260/141 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=45f1;L=26th eave=Aft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-7-9 to 3-7-10,Interior(1)3-7-10 to 23-7-10,Exterior(2) 23-7-10 to 25-9-2 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise Indicated. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,11,12,13,15, 16,17. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ABI-7073 rev.10/03/1015 BEFORE USE. MI Design valid for use only with MIIek k 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 aprxk:oblity of design parameters and properly incorporate this design into the overall bracing design. &:cing Indk-ated is to prevent Ptrcking or Indivats-sI truss web and/or r curd members only. Additional l temporary cmd permanent bracing MiTek* is always requked for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the — 1 kYxlcatlon,storage,delivery,erection and bracing of trusses and truss systems,SeeANSI/1Pt 1 Gustily Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available koro Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 j Job T uss___ Truss Type Qty Ply 110022169 11623TOA * V03 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:36 2016 Page 1 I D:Iv8R56ob3KYLbd9mi_ahG0yMtj5-34W GOeO6JliFk8zmjaKlvmEMCYc_hdk?koGkzxyAl7P 21-7-10 ,23-10-14 21-7-10 ' 2-3-4 5x6= Scale=1:62.7 7 6.0012 12 -- 8 6 17 i' 3x6 i 5 I I 4 3 gf 4 2 V 16 l q 1! �� e v u 3x4 15 14 13 12 11 10 9 3x6= 23-10-14 23-10-14 ------ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 , TC 0.29I Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(TL) n/a - n/a 999 • BCLL 0.0 ' Rep Stress Ina YES WB 0.20 Horz(TL) 0.00 9 n/a ria BCDL 10.0 Code FBC2014/TPI2007 I Matrix-S Weight:135 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 101'CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 8-9,7-10,6-11 REACTIONS. All bearings 23-10-6. (Ib)• Max Horz 1=272(LC 12) Max Uplift All uplift 100 lb or less at joint(s)9,10,11,12,14, 15 Max Gray All reactions 250 lb or less at joint(s)9,1 except 10=300(LC 17),11=448(LC 17),12=435(LC 17), 14=335(LC 17),15=425(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-298/165 WEBS 6-11=-259/140,2-15=-309/160 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.Opsh h=2511;B=45fh L=24th eave=411;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 21-7-10,Exterior(2)21-7-10 to 23-9-2 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 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.Opsl on the bottom chord in 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.Opsi. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9,10,11,12,14, 15. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MY-7473 rev.10/03/20I5 BEFORE USE. Design valkl for use only with MIlekQN connectors.his design Is txae d only upon parameters shown.and is tor cn Individual balding component,not NI a truss system.Before use,the hulking designer must verity the applicability of design parameters and properly i corp orate Bds design Into the overall building design. FaexIng In Ic ted Is to prevent t:rr:kung of Individual fnrcc web,m.7/or chord n-,ernbers only. Additional temporary end pe:m,anent bracing MITek• B always required for stability and to prevent collapse with rx>sst ie personal Inkay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of tenses and truss systems,seeANSI/TPI I Qualify Criteria.DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate InsthAe,218 N.Lee Street.Sr/te 312,Alexandria.VA 22314. Tampa,FL 33610 Jobss Truss Type Qty Ply T10022170 11623TOA ' VO4 Valley 1 1 Job Reference(optional) Bddding Component Suppl , Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:37 2016 Page 1 I D:Iv8R56ob3KYLbd9mi_ahGOyMfj5-XG4fcOk4cg6LlYzGHsXR_rraZyzeQ3e8zg?HVNyAl70 I 19-7-10 , 21-10-14 i 19-7-10 2-3-4 5x6= Scale=1:60.1 6.00 12 7 . Ai 8 16 6 6x6*- 45 45 • (9 G . • 6•, 2 1 1 o c — 8' fir — G ECJ ! wggsk 3x4 15 1417 13 12 11 10 9 3x6= 21-10-14 ' 21-10-14 LOADING (psf) I SPACING- 2-0-0 I CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 1 TC 0.19 Vert(LL) Na - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 1 BC 0.17 Vert(TL) rVa - n/a 999 BOLL 0.0 ' Rep Stress her YES WB 0.28 Horz(TL) 0.00 9 Na n/a BCDL 10.0 Code FBC2014/TPI2007 j Matrix-S Weight:119 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 8-9,7-10 REACTIONS. All bearings 21-10-6. (Ib)- Max Horz 1=244(LC 12) Max Uplift All uplift 100 lb or less at joint(s)9,10,11,13,14,15 Max Gray All reactions 250 lb or less at joint(s)9,1 except 10=299(LC 17),11=450(LC 17),13=425(LC 17), 14=353(LC 17),15=310(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-277/147 WEBS 6-11=-260/141 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=4511;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-7-9 to 3-7-10,Interior(1)3-7-10 to 19-7-10,Exterior(2) 19-7-10 to 21-9-2 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise Indicated. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9,10,11,13,14, 15. a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0.7473 rev.10,U3/2015 BEFORE USE. mii. Design valid for use only with Mlteka connectors.This design Is based only upon parameters shown,and Is for an Nx1Mdual braiding component,not a Buss system.Before use,the building designer must verify the appllcablity of design prikaneters and properly krcogxxate this design Into IIx:overall building design. Bracing indicated Is to prevent lxxl01ry1orInlykdrxAtnrsswM,.m.l/::r::rr:,rdrnernr,er;;.•rdy. A•:kitl•:,r-mitrrnl.tayon•.tsYum:3f10.11ll.r•;rdng MiTek( Is always required for stability and to prevent collapse with penile personal inlay and rxop erty damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of muses and hiss systems.seeANSI/IPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatton available horn Truss Plate Institute,218 N.Lee Street.Suite 312.Alexaalrkt,VA 22314. Tanya.FL 33610 Job ss Truss Type Qty Ply T10022171 11623TOA` r Valley 1 1 Job Reference(optional) Bailding Component Supp Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:38 2016 Page 1 ID:Iv8R56ob3KYLbd9mi_ahGOyMfl5-?Sd 1 pKPMrwyzzS79q_Nm_BJihMIS9X9HCKIr1 gyA17N I 25-7-10 27-4-14 25-7-10 1-9-4 5x6= Scale=1:77.9 6.00 12 8 9 19 ' 0000000.40 °.. . 7 3x6 6 5 R 4 0 n 3 2 18 I 3x4 17 16 14 13 12 11 15 6x6 c 3x6 - 6.00 12 0-0-8 27.4.14 I 0-0-8 27-4-6 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Ind YES WB 0.20 Horz(TL) 0.00 11 ri/a Na BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:167 lb FT=20% LUMBER- BRACING- TUP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puttins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 9-10,8-11,7-12,6-13 REACTIONS. All bearings 25-8-14. (Ib)- Max Horz 1=337(LC 12) Max Uplift All uplift 100 lb or less at joint(s)12,13,14,16,17,11 Max Gray All reactions 250 lb or less at joint(s)1 except 12=464(LC 17),13=414(LC 17),14=447(LC 17), 16=334(LC 17),17=425(LC21),11=296(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-377/202,2-3=-292/148 WEBS 7-12=-259/138,2-17=-309/160 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=2711;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 25-7-10,Exterior(2)25.7-10 to 27-3-2 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)12,13,14,16,17, 11. V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.10/03/20,5 BEFORE USE. at Design velki for use only with MBek&connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the bulking designer must verify the ageplicabllty o1 design parameters and property Incorporate kik design Into the overall building design. &acing lndk.ated Ls to prevent b ric.kiing or Individual Inns web and/or chord members only. Ad,lIBon.:A temporary artd permanent bx•:r..Ing MiTek' Is always requked for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regarding ding th e fabrication,storage,delivery,erection and bracing of muses and truss systems seeANSI/IPII Quality Criteria.DSB-89 and BCSI BultdIng Component 6904 Parke East Blvd. Safely Information amiable from Truss Plate Institute.218 N.Lee Street.Salle 312,Alexandria,VA 22314. Tampa.FL 33610 Job ss !Truss Type Oty Ply 11623TOA• (;:70,9 Valley 1 1 710022172 tJob Reference(optional) Building Component Supply, IJacksonville.Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:39 2016 Page 1 I D:Iv8R56ob3KYLbd9mi,_ahGOyMfj5-TeBPOgQ?cD4gbciLOiu?XPsv41e4uzZRQ_UOZGyA17M 1 23-7-10 25-4.14 23-7-10 i 1-9-4 54= Scale=1:68.9 6.00 12 8 9 18 7 3x6 5 6 4 3 (y o 2 l 10 g .. -■ 9 - ----'E tT ........ ....v.v'. .....c✓... 3OC7C7OCXXIOD CXXX t7WIXxxxxxxRR�7� 3x4 17 1619 15 14 13 12 11 10 3x6= 25-4-14 25-4-14 ) T j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.19 Vert(LL) Na - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 ( BC 0.17 Vert(TL) Na Na 999 BCLL 0.0 ' Rep Stress Inc! YES WB 0.26 •• Horz(TL) 0.00 10 Na Na BCDL 10.0 I Code FBC2014/TPI2007 i Matrix-S i Weight:151 lb FT=20% I LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 9-10,8-11,7-12 REACTIONS. All bearings 25-4-6. (lb)- Max Hort 1=309(LC 12) Max Uplift All uplift 100 lb or less at joint(s)10,11,12,13,15,16,17 Max Gray All reactions 250 lb or less at joint(s)10,1 except 11=294(LC 17),12=452(LC 17), 13=418(LC 17), 15=434(LC 17),16=351(LC 17),17=311(LC 21) FORCES. (Ib)•Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-357/185,2-3=-296/154 WEBS 7-12=-260/141 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l3Omph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft B=45fh L=25ft;eave=4fh Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-7-9 to 3-7-10,Interior(1)3-7-10 to 23-7-10,Exterior(2) 23-7-10 to 25-3-2 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,11,12,13,15, 16,17. r •0 WARNING-Verify design paramefere end READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MJF7473 rm.1Q0320f5 BEFORE USE Design valid for use only with Milek®connectors.This design Is based only upon parameters shown,and Is for an indMdual bolding 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 b 6 Ardik g design. frrcr ing k :ated Is to prevent briekting or Irefivktrral tnass wet,and/.-,r,.herd members '.J only. A •:Jltf:,n:rl ternr-:r:rry and lerrn•.xbracing acing Ml TiT ek• Is always required for stability and to prevent collapse with possible personal injury and property akonage. For general gukknce regarding the tatxlcation•storage,delivery,erection and bracing of trusses and truss systems,sO oANSI/TPI1 Quality Criteria,DS13-89 and SCSI Building Component 8904 Parke East Blvd. Soley Information avdlable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job iT ss Truss Type Qty Ply T10022173 i 11623T0A• #V07 Valley 1 1 I ti I 1 Job Reference(optional) BBiiding Component Supp Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:40 2016 Page 1 I D:Iv8R56ob3KYLbd9mi_ahGOyMij5-xrinE?RdNXChCmHXyPPE3c02B9zwdokafeEy6iyAl7L 21-7-10 23-4-14. 21-7-10 1-9-4 • , 5x6= Scale=1:62.7 7 8 • 6.00 12 i� 1 I 6 7 I 3x61 5 or 4 y 3 as V / IM 6 0 o / V „, d, 2 16 j 1 j Y> .3 3 C N 0 3x4 15 14 13 12 11 10 9 3x6= 23-4-14 23-4-14 LOADING (psf) SPACING- 2-0-0 CSL ( DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(TL) 0.00 9 n/a n/a BCDL 10.0 � Code FBC2014/TPI2007 Matrix-S Weight:133 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 8-9,7-10,6-11 REACTIONS. All bearings 23-4-6. (lb)- Max Horz 1=280(LC 12) Max Uplift All uplift 100 lb or less at joint(s)9,10,11,12,14,15 Max Gray All reactions 250 lb or less at joint(s)9,1 except 10=296(LC 17),11=447(LC 17),12=436(LC 17), 14=335(LC 17),15=425(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-310/169 WEBS 6-11=-258/141,2-15=-309/160 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=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCp1=0.18;MWFRS(directional)and C-C Exterior(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 21-7-10,Exterior(2)21-7-10 to 23-3-2 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 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 20.0psi on the bottom chord In 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. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9,10,11,12,14, 15. v WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MUCK REFERANCE PAGE MI1-7473 rev.10032015 BEFORE USE. rall 1111 Design valid for use only with Mileks connectors.This design Is based only upon parameters shown,and is for an Individual building component.not a truss system.Before use,the bulking designer must verity the applicability of deslgn parameters and properly Incorporate this design Into the overall building design. Bracing indicated Ls ro prevent tr,c.klirra or Individual inks web.rr.1/or chord marchers only. Ad•diri r:4 ternt.:x:ry 7r7 r rroonent brcx:ing Milek* Is always required for stability and to prevent collapse with possible personal lorry and property damage. for general guidance regarding the--- I faxk:atlon,storage.del very,erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BNd. Safely Information avdkrile from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexa dda,VA 22314. Tampa.FL 33610 Job Tr Truss Type Oty Ply 11623TOA• V08 Valley 1 1 T10022174 t Bolding Component Supply, Jacksonville,Fl 32256 !Job Reference(optional) 8.010 s Apr 2D 2016 MiTek Industries,Inc. Fri Dec 09 08:56:41 2016 Page 1 ID:Iv8R56ob3KYLbd9mi_ahGOyMfj5-P1J9RLRF8rKYgvskV7wTcgxFZZKcMsekuHzVe9yA17K 1 19-7-10 ,21.4-14, 19-7-10 1-9-4 ' 5x6- Scale=1:60.1 6.00'12 7 8 100••••••••••••••••04;0000111011.11111.111 6 6x6-.:".- 45 45 ems► • • 3 i m 2 1 ! ! 3x415 14 17 13 12 11 10 9 3x6- 21-4-14 21-4-14 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lora) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a - rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 1 BC 0.17 Vert(TL) n/a - n/a 999 BOLL 0.0 ' Rep Stress Incr YES WB 0.28 Horz(TL) 0.00 9 ria n/a BCDL 10.0 I Code FBC2014TTPI2007 1 Matrix-S Weight:118 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 uo purtins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 8-9,7-10 REACTIONS. All bearings 21-4-6. (Ib)- Max Horz 1=251(LC 12) Max Uplift All uplift 100 lb or less at joint(s)9,10,11,13,14,15 Max Gray All reactions 250 lb or less at joint(s)9,1 except 10=295(LC 17),11=450(LC 17),13=425(LC 17), 14=353(LC 17),15=310(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-289/152 WEBS 6-11=-260/141 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4it;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-7-9 to 3-7-10,Interior(1)3-7-10 to 19-7-10,Exterior(2) 19.7.10 to 21-3-2 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9,10,11,13,14, 15. 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10W3/201S BEFORE USE Design valid for use only with Milek1s connectors.Iris design is based only upon parameters shown.and is for an hdMduot building component,not ♦ a truss system.Before use,the bullring designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. facing indicated is to prevent buckling or lndlvtcIi Ira tries wen and/or chord members only.Additional terep.r:xy and permanent nus lrsg MiTek' Is always requked for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,so0ANS1/IPl1 Quality Cdteda,DSB4B9 and BCSI Building Component 6904 Parke East Blvd. Satiety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.Ft. 33610 ! Job r Truss Type Qty 1 Ply 110022175 11623T0A* V09 Valley 1 1 Job Reference(optional) • Building Component Supp , Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:42 2016 Page 1 ID:Iv8R56ob3KYLbd9mi_ahGOyMfj5-uDtYlhStv8SPS3Rw3gRi81 UMjzeJ5KOt7xj2AbyA17J 5-0-0 9112100q 5-0-0 4-1-12 010- 5x6= Scale=1:56.0 8.00 ITI 2 %1 8 9 7 10 2x4 II 4x5�i 1 3 r d, afi 6 5 4 2x4 I 4x5- 2x4 II 10-0-0 10.0.0 Plate Offsets(X,Y)-- (1:0-2-4,0.2-0) • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(TL) rv'a - n/a 999 BCLL 0.0 * Rep Stress Ina YES WB 0.25 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:72 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 2-5 REACTIONS. (lb/size) 6=183/10-0-0,4=183/10-0-0,5=410/10-0-0 Max Horz 6=-244(LC 10) Max Uplift 6=-182(LC 8),4=-93(LC 12),5=-151(LC 9) Max Gray 6=332(LC 18),4=293(LC 18),5=627(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-396/352 BOT CHORD 5-6=-245/259 WEBS 2-5=-298/138 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=2511;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-1210 5-0-0,Exterior(2)5-0-0 to 8-0-0 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) 6=182,5=151. a WARNING-Verity design paramoton and READ NOTES ON THIS AND INCLUDED ANTEK REFERANCE PAGE M9.7473 rev.1I103P201S BEFORE USE. Design valid for use only with Mileldo connectors.B-ls design is based only upon parameters shown.and Is for an individual holding 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 heckling or IndlvkdIKA friss weir and/or chord members only. Addltkxxi temporary and permanent hr:x-.in17 M iTek' k always rea.eired for stablltty and to prevent collapse with possble personal Injury and properly damage. For general guidance regaling the fabrication•storage,delivery,erection card[racing of trusses and truss systems seeANSI/IPI1 Qua Iy Criteria,DSB-$9 and BCSI Bulking Component 6904 Parke East Blvd. Safety Information avaltabte horn Buss Plate Instlhite.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 IJob Truss Truss Type 'Qty Ply I T10022176 11623TOA, V10 Valley 1 1 4 Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MITek Industries,Inc. Fri Dec 09 08:56:43 2016 Page 1 ID:Iv8R56ob3KYLbd9mi ahGOyMfj5-MQRws1 TVgSaG3D06dYyxhFOZHN_cglGt LbSci1 yA171 104 5-0-0 9-1-12 10-0-0 • 10-44 4-1-12 4-1-12 0-10-4 5x6= Scale=1:50.0 8.00 Fr 2 8 9 x5 i 7 10 42x4 II 3 d> 4 6 5 4 2x4 II 4x5= 2x4 II 10-0-0 r 10-0-0 LOADING (psf) i SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 I Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26i Vert(TL) rda - n/a 999 BCLL 0.0 Rep Stress Incr YES '• WB 0.34 Hurz(TL) -0.00 4 rVa r1/a BCDL 10.0 Code FBC2014/TPI2007 ! Matrix-S I Weight:67 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 I UP CHORD Structural wood sheathing directly applied or 6-0-0 uc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 6=187/10-0-0,4=187/10-0-0,5=403/10-0-0 Max Horz 6=212(LC 11) Max Uplift 6=-138(LC 8),4=-88(LC 12),5=-102(LC 9) Max Gray 6=296(LC 18),4=292(LC 18),5=580(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-329/283 WEBS 2-5=-291/121 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. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-0-0,Exterior(2)5-0-0 to 8-0-0 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=1b) 6=138,5=102. • • • Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1411-7473 rev.10/032015 BEFORE USE. Design valid for use only with MI1ekN 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 • bulging adesIgn. fvcx:IiU Indicated Is to prevent buckling,;r rr dtvidt nil HMS Web,msk+r chord members only. Additional taint-ovary CHIC/r rtm-nanf hnY:ing MITek • Is always readied for stability and to prevent collapse with possible personal Inlay and properly damage. For general guidance regardhg the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPlt Quality Criteria,DSB-89 and BCSI Building Component - 6904 Parke East Blvd. f Safety Information al/citable ae troTruss Plate Institute,218 N.Lee Street.State 312.AlexarxlrW.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T10022177 11623TOA" V11 Valley 1 1 Job Reference(optional Beiiding Component Supply, Jacksonville,Fl 32256 8.010 S Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:43 2016 Page 1 ID:Iv8R56ob3KYLbd9mi_ahGOyMfj5-MQRws1 TVgSaG3D06dYyxhFOZMN_igng1LbSci i yA171 0-10-4 5-0-0 9-1-12 10-0-0 0-10-4 4-1-12 4-1-12 0-10-4 5x6= Scale=1:44.1 8.00 12 2 8 9 7 10 2x4 !I 4x5 3 1 - r: �' f (7) 111111111111 6 5 11 4 2x4 '1 4x5= 2x4 11 10-0-0 I 10-0-0 1 1 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 I BC 0.26 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Inc r YES WB 0.25 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:61 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 1 vi'CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 6=192/10-0-0,4=192/10-0-0,5=392/10-0-0 Max Horz 6=179(LC 11) Max Uplift 6=-100(LC 8),4=-82(LC 12),5=-60(LC 9) Max Gray 6=267(LC 18),4=281(LC 18),5=535(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-276/225 WEBS 2-5=-282/102 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.Opsf;BCDL=5.0psf;h=25ft B=45it;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.1-12 to 3-1-12,Interior(1)3-1-12 to 5-0-0,Exterior(2)5-0-0 to 8-0-0 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 tit between the bottom chord and any other members,with BCDL=10.Ops1. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,4,5. 1 I A WARNING•Verily design paremotora and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE Design valid for use only with Mlleids connectors.this design Is based only ups')parameters shown,and Is for an Individual balding component,not a truss system.Before use,the bilking designer must verily the applicability of design parameters and properly incorporate this design Into the overall bulk-ling design. fvacing Ivdk:ated Is to prevent truckling or Indivldt/Ai miss web and/:r 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 guides ce regarding the labrication,storage,delivery.erection and bracing of trusses and truss systems.seeANS1/IPI1 Quality Criteria.05849 and BCS1 Bullalng Component 6904 Parke East Blvd. Salary Information mailable fromus Truss Plate institute.218 N.tae Sheet,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply 110022178 11162370A` V12 Valley 1 1 6 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:44 2016 Page 1 lD:Iv8R56ob3KYLbd9mi_ahGOyMfjS-qc?I4NU7Rmi7hNaJBFUAESZkBmLdZF7AaFC9FTyAI7H 5-0-0 10.0.0 5-0-0 5-0-0 5x6= Scale=1:38.2 2 8.00 12 p 8 N 74x5�i x4 II , 1 3 r r r 6 5 11 42x4 II 2x4 II 4x5 10-0-0 i 10-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 f TC 0.29 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Inez 'YES WB 0.17 Horz(TL) -0.00 4 tVa rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:56 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 6=201/10-0-0,4=201/10-0-0,5=375/10-0-0 Max Horz 6=-147(LC 10) Max Uplift 6=-78(LC 12),4=-78(LC 12),5=-24(LC 9) Max Gray 6=244(LC 18),4=249(LC 18),5=483(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-265/80 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=5.0ps1;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-0-0,Exterior(2)5-0-0 to 8.0-0 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,4,5. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.10.03/2015 BEFORE USE. iffi• Design valid for use only with MIIek&connectors.Ills design Is txued only upon parameters shown.and is for an Individual holding component.not a truss system.Before use,the building designer must verify the applicability of design parameters nod properly Incorporate this design into the ovordl building design. gracing Indicated Is to prevent/sickling of irxih•k7r nal tnrss wet:and/:r curd meml.ers only. A,siiiir;n.-11 long...wow•.100 p ermonent twining MiTek' is always required for stability and to prevent collapse with posst>te personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and taus systems.seeANSIRP11 Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East BNd. Safely Information avdwbte from buss Plate Insiltute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tarrpa.FL 33610 Job Truss Truss Type Qty Ply • T10022179 11623TOA' V13 Valley 1 1 Job Reference(optional) B6ilding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:45 2016 Page 1 ID:Iv8R56ob3KYLbd9mi_ahGOyMij5-IoZgHjVIC3q_JX9Vkz?Pmf6v2AgsljRJpvxinwyAl7G 5-0-0 I 10-0-0 5-0-0 5-0-0 5x6= Scale:3/8'=1' • 2 8.00,12 8 9 10 4 3x4 x5 I! 3 :to 6 5 4 2x4 2x4 4x5= 10.0.0 10-0-0 • 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 0.28 Vert(LL) n/a - r1/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(TL) n/a - n/a 999 BOLL 0.0 ' Rep Stress hlcr YES WB 0.10 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:51 lb FT=20% t i LUMBER- BRACING- TOP CHORD 2x4 SP No.2 1 CI'CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 6=219/10-0-0,4=219/10-0-0,5=339/10-0-0 Max Horz 6=-114(LC 10) Max Uplift 6=-75(LC 12),4=-75(LC 12) Max Gray 6=234(LC 18),4=233(LC 18),5=373(LC 17) 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=5.0ps1;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.1.12 to 3-1-12,Interior(1)3-1-12 to 5.0.0,Exterior(2)5-0-0 to 8-0-0 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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)6,4. tut i A WARNNVG-Verify dosign paramoto rand READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.1@DY1015 BEFORE USE. Design vald for use only w Its Milelcic ConrnEx:tors.7N5 dcaslpt Is txxced only upon pcxameters shown,and Is for m Irxifvkkxnl balding component.not a truss system.Before use,the building designer must verify the appldabllty of design parameters and property Incorporate this design Into the overall i biding design. (racing Ir-Scaled Ls to prevent t-.ek-.kllna or Inilvldrral tries wel,and/o,r chard members only. Addltk,nal temporary and permanent bn7,:lra MiTek' Is always required fa stability and to prevent collapse with possible personal injury and properly damage. For general guidance replacing the ktxicatksn,storage.delivery,erection and bracing of busses and truss systems.seeANSI/TPIt Quality Cdteda,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information makable from truss Plate Iutitute.218 N.Lee Street.Sate 312.Alexa dna.VA 22314. Tampa,FL 33610 !Job Truss I Truss Type Oty Ply - T10022180 1162310k* V14 Valley 1 1 Job Reference(optional) Bdilding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 Mitek Industries,Inc. Fri Dec 09 08:56:46 2016 Page 1 ID:Iv8R56ob3KYLbd9miahGOyMfj5-m?62U3VOzNygwhkhlgWeJte4ca0v1 BnT2ZhGJMyA17F 5-0-0 1070-0 • 5-0-0 I 5-0-0 5x6= Scale=1:26.1 ii 8.00 12 8 9 7 ihikkihiii 1 3 1 .1 1 o 6 5 43x8 3x8 I 2x4 10-0-0 10-0-0 Plate Offsets(X,Y)-- 14:0-4-2,0-1-81,16:0-4-2,0-1-81 LOADING (psf) 1 SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Ud PLATES GRIP TCLL 20.0 1Plate Grip DOL 1.25 TC 0.30 Vert(LL) n/a - Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(TL) rVa - IVa 999 BCLL 0.0 ' I Rep Stress Inch YES WB 0.03 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 1 Code FBC2014/TPI2007 Matrix-S I Weight:39 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 6=277/10-0-0,4=277/10-0-0,5=222/10-0-0 Max Horz 6=82(LC 11) Max Uplift 6=-82(LC 12),4.82(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-253/150,1-2=-261/163,2-3=-261/160,3-4=-252/149 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=5.0pst;h=25ft;B=4511;L=24ft;eave=411;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-0-0,Exterior(2)5-0-0 to 8-0-0 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 tor 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)o1 truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,4. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MR-7473 rev.10/03r2015 BEFORE USE iffie Design valid for use only with Mllotel.connectors.This design is based only upon parameters shown-and Is for an hxlivtdual holding 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 Brading design. fsr cing In i...cied Is to prevent brinkling or Individual miss wet)•.-irr-I/:r chord members only. Ad:-Iltk nal temporary..m,7 pemtanent ira,Ang MiTek' is always required for stability and to prevent collapse with possible personal k 4u ry and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/lPl1 Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avcik tyle horn Truss Plate institute.218 N.Leo Sheet,Stile 312.Atexandrla VA 22314. I Tar pa.FL 33610 Job Truss Truss Type Qty Ply 110022181 1162370A* V15 Valley 1 1 Job Reference(optional) BC'ding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:46 2016 Page 1 I D:Iv8R56ob3KYLbd9mi_ahGOyMfjS-m?62U3VOzNygwhkhlg W eJte5oal i 1 BZT2ZhGJMyAI7F 4-7-10 9-3-3 4-7-10 4-7-10 4x5 l Scale=1:20.9 2 r, 8.00 12 7 6 8 5 3 1 Ill a. a o . o ,o 4 2x4 2x4 2x4 0-q-6 9-3-3 046 9-2-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/deft LidT PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) ria - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 I Vert(TL) n/a - n/a 999 BCLL 0.0 " Rep Stress Ina YES WB 0.05 Horz(TL) 0.00 3 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:32 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 101'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 REACTIONS. (lb/size) 1=163/9.2.7,3=163/9-2-7,4=337/9-2-7 Max Horz 1=55(LC 11) Max Uplift 1=-29(LC 12),3=-29(LC 12),4=-14(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25it 8=4511 L=24ft;eave=oft Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-5-12 to 3-5-12,Interior(1)3-5-12 to 4-7-10,Exterior(2) 4-7-10 to 7-7-10 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)1,3,4. V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M4.7473 rev.10/032015 BEFORE USE. mit Design valkt for use only with Mllekti 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 It-.•prevent t:a::kling or Individtndt miss web and/or chid members only. Additional temp or ay and permanent brcx:InO - Mulek Is always required(or stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage.delivery,erection a a bracing of trusses and tnrss systems.seeANSI/lPI l Qualify Criteria,0SB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply 11623A� V16 Valley 1 I 110022182 ?tiding Component Supply, Jacksonville,FI 32256 Job Reference(optional) 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:47 2016 Page 1 ID:Iv8R56ob3KYLbd9mi._ahGOyMfj5-EBggiPWOkh4hYgJusN 1 tr4BIA_OXme9cGDOpsoyAl7E I 3-1-10 i 6-3-3 3-1-10 3-1-10 4x5 11 Scale=1:15.1 2 8.00 FIT r I � N 3 1 a.g ■ Nir4 2x4 2x4 2x4 J 6.2-13 6-3-3 6.2-13 0-0-6 - -------- - t LOADING (psf) SPACING- 2-0-0 CS1. i DEFL. in (loo) i/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) Na Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) Na Na 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.02 I Horz(TL) 0.00 3 Na Na BCDL 10.0 I Code FBC2014/TPI2007 Matrix-S 1 Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 FOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=114/6-2-7,3=114/6-2-7,4=195/6-2-7 Max Horz 1=35(LC 11) Max Uplift 1=-25(LC 12),3=-25(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)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=5.0psf;BCDL=5.0ps1;h=25ft;B=4511;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. WARNING-Verilydesign �� g parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M/1.7473 rev.fa•V3@r)16 BEFORE USE. Design valid for use only with Miioirn connectors.this design is based only upon parameters shown.and Is nor 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 teilIdreg design. firm ng In k:ata1 is to prevent truckling of kiltvkirall Inres web and/or chord members only. Ad•d111r;rn1 tars-pofary•.nm:i p,ermanorl!racing is always required for stability and to prevent collapse with possible pr le personal InM+y andoperly damage. For general guidance regarding the �I�@•`- fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANS1/1PIl Quality Criteria.DSB439 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss lTruss Type1Qty Ply I T10022183 i11623TOA. V17 Valley1 11 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 08:56:48 2016 Page 1 ID:Iv8R56ob3KYLbd9mi_ahGOyMfj5-iNEpvIXeU_CYA_u405Y6O1j UROIWV5nmVtANOFyAI7D i 1-7-10 I 3-3-3 1-7-10 1-7-10 3x6— Scale=1:8.2 2 8.00 IV .` IILIIIIIIIos46,3 1 _ dillilkkhi 441 ,Viv 'NW 0 o Y OPiAOOii • iiP•AiiOii�•i •• �O•+•' O•• O: •0+.O ,.i�••• ..:+: • • :iO • t..we••w.,... . ••i •OP •Oi! i.•.••v..V..VAS!"•v.• .!"W•l�Q.v.v,: 1 •.v.:QQ •Q:V.:! •!:!.!.•• ;%!:+:• JOO•O:!:O:w•!:!;!: • • 2x4G 2x4•:..` 3.2-13 3-3r3 3-2-13 04-6 Plate Offsets(X,Y)-- (2:0-3-0,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25TC 0.02 I Vert(LL) Na Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) Na Na 999 BCLL 0.0 Rep Stress Inca YES WB 0.00 ! Horz(TL) 0.00 3 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S IIII Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=92/3-2-7,3=92/3.2-7 MaxHorz 1=15(LC11) Max Uplift 1=-10(LC 12),3.10(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psh BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;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.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)1,3. I i 0 WARNING-Verily dasrgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 nw.IWOW2015 BEFORE USE 1 Design valid for use only with MITeta➢connectors.this design Is Lxase<i only upon parameters shown.and Is for am Indiovkkrd building component,not a truss system.Before use,the building designer must verily the applicability of design parameters and property hcorporate this design into the overall to Mina l design. Harchg kailcated is to prevent Ist K:kilng or tndivkfrnl truss web ani/or chord members only. Addiil mar temporary and permanent bracing MiRek• is always requked for sfablitty and to prevent collapse with possible personal Injury and property damage. 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