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1764 MARITIME OAK DR - TRUSS mow t Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek' RE: 9806T0 -The Cumberland MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: Toll Brothers Project Name: Model: Cumberland Lot/Block: 108 Subdivision: Atlantic Beach Address: 1764 Maritime Oak Dr City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: 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/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 73 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 I 1 T8484189 ! F01 _ 4/22I016118 T8484206 J04 4/22/016 12 118484190 j F02 4/22/016119 T8484207 J06 4/22/016 13 1T8484191 F03 4/22/016120 118484208 PB01 ' 4/22/016 14 1T8484192 F04 4/22/016121 1T8484209 PB02 4/22/016 15 1T8484193 F05 4/22/016 122 118484210 PB03 4/22/016 16 T8484194 F06 4/22/016 123 118484211 101 4/22/016 j 7 T8484195 F07 4/22/016124 1T8484212 102 4/22/016 18 ,T8484196 F08 1 4/22/016 125 1T8484213 T03 4/22/016 19 118484197 F09 4/22/016126 T8484214 T04 4/22/016 110 118484198 F10 4/22/016 127 1 18484215 105 4/22/016 111 T8484199 F11 4/22/016128 'T8484216 T06 j 4/22/016 12 18484200 ! FG01 4/22/016 129 T8484217 T07 j 4/22/016 13 T8484201 FG02 _ 4/22/016 130 T8484218 TO7A j 4/22/016 14 T8484202 FG03 4/22/016131 T8484219 108 4/22/016 15 T8484203 HJO2 _ J 4/22/016 132 T8484220 T09 4/22/016 116 T8484204 J01 4/22/016 133 18484221 111 4/22/016 117 T8484205 j J02 4/22/016134 T8484222 T12 4/22/016 The truss drawing(s)referenced above have been prepared by MiTek ,��t�ER mP t F i,,� Industries, Inc. under my direct supervision based on the parameters ..0...e.....1.::..•••••.. /4, , provided by Building Component Supply. f \G E N 5z..4' ��,•• Truss Design Engineer's Name: Finn, Walter No 9 • My license renewal date for the state of Florida is February 28,2017. : *: * 7.= IMPORTANT NOTE:Truss Engineer's responsibility is solely for O;•• ATE F :: I design of individual trusses based upon design parameters shown P•. on referenced truss drawings. Parameters have not been verified �'.,is �&;'c�0 R% .••G‘as �.` for filepreferencefor onl and h s nuse. oltt been u ed inocation lc n edes�n. ,�'��ky S;ilNAi��.�`s� Y preparing g Suitability of truss designs for any particular building is the wafter P.Finn PE No.22839 responsibility of the building designer, not the Truss Engineer, MITekUSA,Inc.FLGeri 6634 6904 Parke East BNd.Tampa FL 33610 per ANSI/TPI-1, Chapter 2. Date: April 22,2016 Finn. Walter 1 of 2 __ i• _ FILE COPY , BCS BUILDING COMPONENT SUPPLY, INC. 4627 JP HALL BLVD. SUITE 20B GREEN COVE SPRINGS, FL 32043 0: 904.297.9390 F: 904.529. 1406 <,-, BEARING HEIGHTS I 1•//// . I 91- 1 1 /811 39-11-00 I 1 , 8'Plt. 1 O - 1 1 /8 o a- if, 1 91 7"k Sloped Clg " •7 f \, ! h ` _� %//// //1 2 01 71I 63 ,' 24"O C. I THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. o s'C19 These trusses are designed as individual building components to be 12' r1 �, �� i �, incorporated into the building design at 4 the specification of the building II I • ^� designer. See individual design sheets for each truss design identified on the 9'Ph. placement drawing. The building designer is responsible for temporary and permanent bracing of the roof and 9'Pit. a. floor system and for the overall 17-11-0138-03- structure.The design of the truss support structure including headers, beams,walls. and columns is the responsibility of the building designer. I For general guidance regarding bracing, consult"Bracing of Wood Trusses" available from the Truss Plate Institute, 583 D'Onifrio Drive, Madison, WI 53179. ATTENTION. ' Refer to truss layout and engineering documents that arrive with delivered field trusses. Unless noted otherwise, all beams are by others. n REVISION DATE CHECKED BY 00/00/15 CLIENT TOLL BROTHERS ATLANTIC BEACH SUBDIVISION HERITAGE ` MODEL CUMBERLAND Roof Truss Connector List ELEVATION CARIBBEAN Manuf Product Qty USP JUS24 22 DRAWN BY USP THD26 4 LOT # RAS DATE 1 08 04/20/2D 1 6 SECOND FLOC REF# SCALE: 1 /4 9806 RE: 9806T0 - The Cumberland Site Information: Customer Info: Toll Brothers Project Name: Model: Cumberland Lot/Block: 108 Subdivision: Atlantic Beach Address: 1764 Maritime Oak Dr City: Atlantic Beach State: FL No. Seal# Truss Name [bate 35 T8484223 T13 4/22/016 36 T8484224 T14 4/22/016 37 T8484225 T15 4/22/016 38 T8484226 T16 4/22/016 39 T8484227 T17 4/22/016 40 T8484228 T18 4/22/016 41 T8484229 T19 4/22/016 42 T8484230 T20 4/22/016 43 T8484231 T21 4/22/016 44 T8484232 T22 4/22/0161 45 T8484233 ;T23 , 4/22/016 46 T8484234 I T24 14/22/016 47 T8484235 1125 14/22/016 48 T8484236 1T26 14/22/016 49 T8484237 T27 4/22/016 50 1T8484238 I T28 14/22/016 51 T8484239 I T29 14/22/016 52 T8484240 T30 4/22/016 53 T8484241 1131 14/22/016 54 T8484242 1132 14/22/016 55 T8484243 T33 14/22/016 56 T8484244 T34 4/22/016 57 T8484245 T35 14/22/016 58 T8484246 T36 14/22/016 59 T8484247 T37 1 4/22/016 60 T8484248 T38 4/22/016 61 T8484249 T39 4/22/016 62 T8484250 T40 4/22/016 63 T8484251 T41 4/22/016 64 T8484252 T42 4/22/01665 T8484253 T43 F I66 18484254 T44 44//22/016 1.E COPY 22/016 67 T8484255 T50 4/22/016 68 T8484256 T51 4/22/016 69 T8484257 T52 4/22/016 I 70 T8484258 1081 4/22/016 71 T8484259 T082 4/22/0161 72 T8484260 1083 4/22/016 73 T8484261 1091 4/22/016 2 of 2 Job Truss Truss Type Qty Ply I The Cumberland T8484189 9806T0 F01 FLOOR 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:10 2016 Page 1 I D:yc?mdtwzXKngCphrm5?GyazEeSX-ruZDUPDLCi35gle_7ByAj106eDct04_cZNUSczzOE D3 0-1-8 1-3-0 2-0-0 • t 0-1-8 H I rtr Sc le=1:31.6 fIS; 4x6= 4x6= 3x6 FP= 1.5x3= 1 2 3 4 5 6 7 8 9 T d 21X../N. ... ' vb. N.�N._ rs£ 22 is s o • • '— Iti1413 12 11 lTjxV 1• 16 17 16 15 5x10 MT2OHS= 4x6= 3x8 MT2OHS FP= 1.5x3 II 1.5x3 II 4x6= 9-7-8 9-3-12 8-10-8 9.3.0 10-6-0 I 2-0-0 I 7-0-0 711(8 8-1-8 8-}3{0 9r18i_f"°r88I 18-3-0 I 2.0-0 5-0-0 0-1-8 1.0-0 0.1-8 D-3.0" D-3-0 7.9.0 0-7-8 0-1-8 0-7-8 0-0-12 0-3-12 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[4:0-1-8,Edge],[5:0-1-8,Edge],[8:0-1-12,Edge],[9:0-1-8,Edge],[12:0-1-12,Edge],[20:Edge,0-1-8] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.25 15 >874 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(TL) -0.39 15 >559 240 MT2OHS 187/143 BCLL 0.0 Rep Stress lncr YES WB 0.61 Horz(TL) 0.07 10 rt/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:94 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-8.9 oc purlins, BOT CHORD 2x4 SP No.2(flat)'Except* except end verticals. 10-17:2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 20=941/0-3-8,10=983/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=-1006/0,9-10=-977/0,1-2=-1325/0,2-3=-2685/0,3-4=-3436/0,4-5=-3654/0, 5-7=-3332/0,7-8=-2469/0,8-9=-998/0 BOT CHORD 19-20=0/386,18-19=0/2153,16-18=0/3192,15-16=0/3654,14-15=0/3654,13.14=0/3654, 12-13=0/3026,11-12=0/1882 WEBS 9-11=0/1289,8-11=-1228/0,8-12=0/817,7-12=-775/0,7-13=0/503,5-13=-664/0, 2-19=-1153/0,2-18=0/740,3-18=-705/0,3-16=0/446,1-19=0/1250,4-16=-565/65 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. ,��i i I I I I lls, ,,, 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. �� - 1.R P pA,,It� Strongbacks to be attached to walls at their outer ends or restrained by other means. `,�P�•G E N•• /,y'Y�• • No 22839 — . r---%*() : .7, _ .13 11 TA's: -OF : 1 r .• •i F 4 RI °--.'''-c,\ %fii �� nnn Walter P.Finn PE No.22839 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 1 Q WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MO-7473 rev.10/03/201S BEFORE USE. in, 1 Design valid for use only with Mllek,D connectors.las design Is based only upon parameters shown.and Is la an Individual gilding component,net • a truss system.Before use-the building designer must vodN the applhobiBty of design parameters and properly incorporate this design Into the overall • bulling design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional l temporary and permanent txacing MiTek' Is always req.ked for stability and to prevent collapse with possible personal Inlay and property damage. fax general guidance regacing the 6904 Parke East Blvd. I • Idxtcation,storage.delivery,erection and bracing of trusses and truss systems,se0ANSI/TPI1 Quality Criteria.DSB-89 and BCSI Building Component Tampa. P.rk East 0 Safety Information available horn less Plate Institute.218 N.tee Street,Suite 312,Alexandria,VA 22314. Job j Truss I Truss Type Qty Ply The Cumberland T8484190 9806T0 F02 Floor 2 I1 II Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:11 2016 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-J57cilEzzOBjlpDAhuTPFyZGXdyVIXGmn1 DeBPz0ED2 0-3-0 I—I 1-3-0 i 0-7-8 1-9-0190 I Dai.� Scall=1:30.6 4x6= 4x6= 3x6= 1.5x3 II 3x6 FP= 1.5x3= 1 2 3 4 5 6 7 8 9 10 • b N/1\ \ N -/-"N 7 XNAAli 23 „, 3 • 20 19 18 17 16 15 14 13 12 3x6= 4x6= 3x8 MT2OHS FP= 1.5x3 II 4x6= 9-0.0 9-5-4 7-4-8 83.08.6.0 9-3-0 9-9-12 I 6.7.8 1730.77-9.0 815,4 9-1(89r8141104-0, 18-3-0 6-7-8 0.7-8'1-4-8 024 0.1.8 0-3b 0-8-4' 7-9-0 0-1-8 0.6-0)-0.12 0-1-8 0-1-8 0-6-0 0-2-4 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[2:0-1-12,Edge],[6:0-1.8,Edge],[9:0-1-12,Edge],[10:0-1-8,Edge],[13:0-1-12,Edge],[16:0-1-8,Edge],[19:0-1-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) -0.25 16 >861 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(TL) -0.39 16 >549 240 MT2OHS 187/143 BCLL 0.0 Rep Stress lncr YES WB 0.61 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 5-6-9 oc purlins, BOT CHORD 2x4 SP No.2(flat)`Except' except end verticals. 11-18:2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2x4 SP No.3(flat)"Except" 1-21:2x4 SP No.2(flat) REACTIONS. (lb/size) 21=974/0-3-8,11=980/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-21=-967/0,10-11=-975/0,1-2=-1038/0,2-3=-2487/0,3-4=-3335/0,4-5=-3627/0, 5-6=-3627/0,6-8=-3319/0,8-9=-2459/0,9-10=-996/0 BOT CHORD 19-20=0/1910,17-19=0/3038,16-17=0/3604,15-16=0/3627,14-15=0/3627,13-14=0/3015, 12-13=0/1875 WEBS 10-12=0/1285,9-12=-1224/0,9-13=0/812,8-13=-773/0,8-14=0/504,6-14=-615/0, 1-20=0/1275,2-20=-1213/0,2-19=0/803,3-19=-766/0,3-17=0/413,4-17=-435/0, 4-16=-283/461,5-16=-272/129 NOTES 11 1)Unbalanced floor live loads have been considered for this design. •N•.1'• ER ,P I F�� 2)All plates are MT20 plates unless otherwise indicated. ,f� 3)All plates are 3x4 MT20 unless otherwise indicated. ♦ ,,P..••.••'.. 'Y '0j 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. $ V•.• .GE Ni*. 4 �� Strongbacks to be attached to walls at their outer ends or restrained by other means. • \. k'..- • • ", No 22839 L * - -0 r: *it •Q- : Job Truss Truss Type Oty Ply 1 The Cumberland I T8484191 9806T0 F03 Floor 2 1 !Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:11 2016 Page 1 I D:yc?mdtwzXKngCphrm5?OyazEeSX-J57cilEzzOBi IpDAhuTPFyZFVdxul U W mn 1 De8PzOED2 0-3-0 1-3-07-8 F 1-3-8 0-1-8 I____..„ P Sc81e=1:38.4 4x6= 4x6= 3x6= 4x6= 1.5x3 II 3x6 FP= 4x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 12 N 'NN;/' N' N: / X �� 25 24 23 22 21 20 19 18 17 16 15 14 13 3x6= 4x6= 4x6= 3x12 M18SHS FP= 1.5x3 II 4x6= 4x6= 4x6= 14-7-0 13.8.014.3.0 13-6-0 14-2-8 12.8-813.00 13-11-8 11-7-s o-i o--6 o-i� p I� �i-9-0 0-11-8 0-1-8 0-1-8 0-4-0 0-6-0 0-2-0 0-5-8 0-3-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[8:0-1-8,Edge],[10:0-1-12,Edge],[12:0-1-8,Edge],[13:Edge,0-1-8],[t4:0-2-4,Edge],[16:0-1-12,Edge],[18:0-1-8 Edge],[24:0.2-4,Edge] LOADING (pal) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) -0.54 18-19 >497 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(TL) -0.85 18-19 >318 240 M18SHS 244/190 BCLL 0.0 Rep Stress'nor YES WB 0.79 Horz(TL) 0.12 13 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:119 lb FT=20%uF,1146E LUMBER- BRACING- TOP CHORD 2x4 SP SS(flat)'Except' TOP CHORD Structural wood sheathing directly applied or 4-6-4 oc purlins, 9-12:2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat)"Except" 1-25:2x4 SP No.2(flat) REACTIONS. (lb/size) 25=1224/0-3-8,13=1230/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-25=-1216/0,12-13=-1223/0,1-2=-1334/0,2-3=-3297/0,3-4=-4665/0,4-5=-5466/0, 5-6=-5726/0,6.7=-5345/0,7-8=-5345/0,8-10=-4639/0,10-11=-3256/0,11-12=-1279/0 BOT CHORD 23-24-0/2464,22-23=0/4105,21-22=0/5196,19-21=0/5724,18-19=0/5635,17-18=0/5345, 16-17=0/5345,15-16=0/4052,14-15=0/2421 WEBS 12-14=0/1653,11-14=-1588/0,11-15=0/1161,10-15=-1107/0,10-16=0/847, 8-16=-1061/0,1-24=0/1642,2-24=-1572/0,2-23=0/1159,3-23=-1123/0,3-22=0/779, 4-22=-739/0,4-21=0/376,5-21=-359/0,8-17.20/346,6-19=-195/312,6-18=-831/138, 7-18=-78/455 N TES- 11 1)Unbalanced floor live loads have been considered for this design. ,�Ot,-/ER 'P I iia 2)All plates are MT20 plates unless otherwise indicated. ��•%' P�•C E I.•• /4 4 3)All plates are 3x4 MT20 unless otherwise indicated. \ 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")Halls. • SF%•••. °0i strongbacks to be attached to walls at their outer ends or restrained by other means. N O 22839 rr. • -� .. * 7 : -• •s? Ii TAS F '•Q: •iOi• 1 • t�cc• •':.• pct;'' \ • 0"ei—IONAk-�?•N‘ Wafter P.Finn PE No.22839 MITek USA,Inc.Ft.Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mil Design valid to use only with MIIeiM connectors.Ibis design Is based only upon rxxarnePers shown,and Is to an hdly lual briding component.not o truss system.Before use.the bulking designer must verify the applicability of design parameters and properly hcorporate,this design Into the overall bulking design. Brachg indicated Is to prevent buckling of IndNkiuci muss web and/or chord members only. Additional temporary and permanent bracing MiTek- Is always requited to stability and to prevent collapse with possible personal Injury and property damage. For general guidance regaxdklg the e East Btvd. fabrication.storage.delivery,erection and bracing of trusses and truss0886904 Park systems,saeANSI/1PI1 Qualify Criteria, .89 and SCSI Building Component Tampa,4PrkF33610 Safety Information available an Truss Plate institute.218 N.lee Street,Suite 312.Naexdrla,VA 22314. Job Truss Truss Type 1 Qty Ply 1 The Cumberland 78484192 9806T0 F04 Floor Girder I 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:12 2016 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-oHg_v5EbkKJawzoNFc_eoA5PX1JCUyMvOhzBhszOED1 0-1-8 1.3-0 0-9-8 0-1-8 H F-- l- Scale=1:39.7 Special Special4x6 I Special 1.5x3= Special Special 3x6 FP= Special Special 3x6 FP= Special 1.5x3= 6x8= 8x14 M18SHS= 5x6= Special 4x6 !I 3x6 I 13x6 I 4x6 II Special 5x6= 6x8= 6x8= 1 2 3 4 5 Special 6 7 8 9 10 Special 11 Special 12 13 r ' . • 110 d� I. 27 26 25 24 23 22 21 20 19 18 17 16 15 14 6x8= 6x8= 5x6= 4x6 I 3x6 I I 4x6 I I 4x6 II 3x12 M18SHS FP= 6x8= 8x14 M18SHS= 8x14 Mi8SHS= 3x12 M18SHS FP= 5x6= 6x8= 1-6-0 4-0-0 6-6-0 9-0-0 13-9-8 16-3-8 18-9-8 21.3.8 I 22-9-8 I I 1.6.0 i 2-6-0 I 2-6-0 2-6-0 i 4.9.8 f 2.6-0 I 2.6-0 2.6.0 1.6.0 Plate Offsets(X,Y)-- [1:0-1-8,0-0-8),[3:0-2-8,Edge),[5:0-3-0,Edge],[7:0-3-0,0-0-0),[11:0-2-8,Edge],(12:0-3-8,Edge),[13:0-1-8,Edge),[13:0-1-8,0-0-8],[17:0-2-8,Edge], [20:0-3-0,Edge],122:0-3-0,Edge],[24:0-2-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid l PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.85 Vert(LL) -0.63 20 >427 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(TL) -0.99 20 >273 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.12 14 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S I Weight:189 lb FT=20%F,11%E ' LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc purlins, BOT CHORD 2x4 SP SS(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) 27=2220/0-5-8,14=2220/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-27=-2206/0,13-14=-2206/0,1-2=-2452/0,2-3=-6404/0,3-5=-9221/0,5-6=-10849/0, 6.7=-11397/0,7-8=-11397/0,8-9=-10859/0,9-11=-9219/0,11-12=-6404/0, 12-13=-2452/0 BOT CHORD 25-26=0/4905,24-25=0/8100,22-24=0/10316,21-22=0/11397,20-21=0/11397, 19-20=0/11371,17-19=0/10315,16-17=0/8100,15-16=0/4905 WEBS 13-15=0/3148,1-26=0/3148,12-15=-3135/0,2-26=-3135/0,12-16=0/2071,2-25=0/2070, 11-16=-2203/0,3-25=-2203/0,11-17=0/1480,3-24=0/1484,9-17=-1451/0,5-24=-1449/0, 9-19=0/780,5-22=0/980,8-19=-816/0,6-22=-1163/155,8-20=-653/799,6-21=-310/352 NOTES- 1)Unbalanced floor live loads have been considered for this deslgn. ,`��,�ER ,P I �� 2)All plates are MT20 plates 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. s%`P�� E..• ., /4' lid Strongbacks to be attached to walls at their outer ends or restrained by other means. v• \C N$ • .� • 4)Special hanger(s)or other connection device(s)shall be provided starling at 0-2-4 from the left end to 22-7-4 sufficient to connect • • \,• F• i trusses)to front face of top chord_ The design/selection of such special connection devices)is the responsibility of others.. = No 22839 LOAD CASE(S) Standard = * • 7:6) : ... 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 f '�* Uniform Loads(plf) :'fl •i4jjTA ` Q:Vert:14.27=-10,1-13=-187 ��••' F =..:41:.1. ��11,WO N At- •%s 'inn mit— Wafter P.Finn PE No.22839 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/0/2015 BEFORE USE. Imil. . Design valid for use only with MilelaT connectors.This design Is based oNy upon txxameters shown,and is for an individual balding component not a truss systern.Before use.the building designer must verify the opplicatllty of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing Milek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regad ng the tabrtcailon,storage,delivery,erection and bracing of trusses and tnss systems, 6904 Parke Easr Blvd.seeANSI/1Pt1 Quality Criteria,DSB-89 and BCSI Building Component Tanya.04 FL Safely Information available horn truss Plate Institute,218 N.Lee Street,Suite 312,Noxcrxirks,VA 22314. Job i Truss Truss Type Qty Ply 1 The Cumberland T8484193 9806T0 F05 Floor 6 I 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:13 2016 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-GTEM6QF DVdRRX7NZoJVtLNemoQgSDZ33FLil DIzOE DO 1-3-0 11.5x 1-1 3x6= 1 3x6= 2 3 1.5x3 II 4 Scale=1:9.4 ■.■. .11.".1111T O 0 v Ir Ili. v. 3x4 = 3x4= 8 7 6 5 3x4 I 3x4 11 1-0-8 1-5-0 3-5-0 I 1-0-8 } 0-4-8 I 2-0-0 Plate Offsets(X,Y)-- [6:0-1-8,Edge],[7:0-1-8,Edge],[8:Edge,0.1.8) LOADING (psf) SPACING- 2-0.0 CSI. ! DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.06 Ver1(TL) -0.00 7 >999 240 BCLL 0.0 Rep Stress lncr YES WB 0.08 Horz(TL) 0.00 5 rVa n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:25 lb FT=20%F,1146E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-5-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=174/Mechanical,5=174/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3.10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ♦♦%•A P• GENS'•/.y+,• •No 22839 L . *� I* — . ----. *7) : — :::.0: ) :cc 1.-53 :STATE.. -OF4-V: 4d':'. 0:,,,• u/ON At- ii, 10 Walter P.Finn PE No.22839 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 11 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with Mifekt)connectors.This design Is based only l/p011 parameters shown.and Is for an kxtivkkrol building component,not a truss system.Before use,the buildng designer must verify the applicability of design parameters and properly Ira orlxxate this design Into the overall MiTek' building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for slablllty and to prevent colk are with possible personal Inlrny and property damage. For general guidance regarding the 6904e East Blvd.fabrication.storage.delivery,erection and bracing of trusses and truss systems,soeANSI/TPI1 Quality Park Criteria,DSB-89 and SCSI Building Component 33610 Safety IMormallon available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Tampa.Parke Job Truss Truss Type I Oty Ply The Cumberland i T8484194 9806T0 F06 FLOOR 5 1 , i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:13 2016 Page 1 ID:yc?mdtwzXKngCphrm5?OyazEeSX-GTEM6OFDVdRRX7NZoJVtf teriekOp2DY63FLilDlz0EDO I 1.3-0 1 0?� 13x6= 2 1.5x3 Iia 4 1.5x3 I: Scale=1:6.5 1• • • • iii ■'• aro 0 3x4= 3x4= 8 7 6 5 3x4 I 3x411 1-0-8 1-5-0 3-5-0 { I 1-0.8 I 0-4-8 l _ 2-0.0 Plate Offsets(X,Y)-- [6:0-1-8,Edge],[7:0-1-8,Edge],[8:Edge,0.1.8] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.09 Vert(TL) -0.01 7 >999 240 BCLL 0.0 Rep Stress!nor YES WB 0.14 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:18 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-5-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=174/Mechanical,5=174/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-278/0,2-3=-278/0,3-4=-278/0 BOT CHORD 6-7=0/278 WEBS 4-6=0/297,1-7=0/297 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3.10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ,,.t‘is11111/iii,,, �� ,1ERP. F� /e %�P •GEN8••N4,ii• i .`� ••sv $'''.. • No 22839 13Oi••' �S�TA F ' r C. . ii•1111111111� Wafter P.Finn PE No.22839 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 Q WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.10103(2015 BEFORE USE. Mit , Design valid for use only with Mnek4 connectors.this design is[used only upon parameters shown,and Is for an indidual building component.not a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary dnd permanent bracing MiTek' Is always regaled for stability and to prevent collapse with possible personal!ritzy and property damage. For general gridmce regarding the Parke East Blvd.labrk:atlon,storage.delivery,erection and bracing of trusses and truss systems,se6904 eANSI/1Plt Quality Criteria,DSB-89 and BCSI Building Component 6904 P.Parke FEst 0 Safety Information available from truss Plate insBRrte,218 N.Lee Street Suite 312.Alexandria VA 22314. Job Truss [Truss Type Oty Ply The Cumberland T8484195 9806T0 F07 Floor 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:14 2016 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-kgokKmGsGxal9GylM 116tbBm_gyOyx4CT?SIIkzOED? 0-1-8 0 H I 1-3-0 I 1-8-8 „0-7-8 0-048 Scale,8 1:22.1 1.5x3= 1.5x3 II 4x6= 1.5x3=- 1 1 2 3 4 5 6 7 ° O • T • • a • .x .x. 16 x N.. 17 ICe • 14 13 12 11 104x6= 9 1.5x3 I 7-10-0 7-9-0 6-10-4 7-8-8 6-6-06,6--99.122 7.3-867.7-87 8-5-8 I 5-10.8 slop$ -1 8 tL 2 6-3-d tf-4'o 0.6-0 I 9-1-0 i 8 I 9-8-8. I 13-1-0-4. s,o-e a,- a,- 3-, 0-6-0 0.2.4 0.1.80-1-00-1-8 0-0-8 0-1-0 0-0-8 Plate Offsets(X,Y)-- [4:0-1-8,Edge],[7:0-1-8,Edge],[9:0-1-12,Edge),[10:0-1-8,Edge],[14:0-1-8,Edge] _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) -0.15 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(TL) -0.24 11-12 >654 240 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.03 8 rVa n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:69 lb FT=20%F,11°%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=700/0-5-8,8=700/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-696/0,7-8=-671/0,1-2=-676/0,2-3=-1566/0,3-4=-1833/0,4-5=-1649/0,5-6=-1649/0,6-7=-643/0 BOT CHORD 13-14=0/1260,12-13=0/1859,11-12=0/1649,10-11=0/1649,9-10=0/1305 WEBS 1-14=0/870,2-14=-812/0,2-13=0/425,3-13=-409/0,7-9=0/827,6-9=-921/0,6-10=0/839,4-12=-65/328, 4-11=-255/0,5-10=-484/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ,`111111111//II,I o� .R P. R geo .1, ••*• • \GENS ',� V F No 22839 • ... — . r-, *Et() : :: r .-13 t.1 ..,o \ :cc: 1...33 1 1-7 F . . 0,ii ` /ONA1-��0" tIIIIInt►tI%' Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 t wit A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI67473 rev.10/03/2015 BEFORE USE. Design valid for use only with MIIek(%connectors.nes design Is based only upon parameters shown.and Is for an IndMdual building component,not a truss system.Before use.the txrlding designer must verify the applicability ity o,design parameters and properly Incorporato this design Into the overall building design. Broctr,g Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek Is always regiired for stability and to prevent collapse with possible personal Injury arrd properly damage. For general guidance regarding the kxrbation,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/WPl1 Quality Criteria,DSB-89 and BCS[Building Component 6904 Padre East Bid. Safety Information available horn truss Plate InstItute,218 N.tee Street,Suite 312,Alexa ndda,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply The Cumberland T8484196 9806T0 F08 I FLOOR 2 1 Job Reference(optional) I Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:15 2016 Page 1 ID:yc?mdtwzXKngCphrms?QyazEeSX-CsM6X6HU1 Fi9nQXxwkYLQojw4E16hIGLiIBsIBzOED_ 0-1-8 0-7-8 r.'. 1-3-0 -I F . 0-HO Scale=1:38.4 4x6= 1.5x3 I 1.5x3= 4x6= 3x6 FP= 3x6= 4x6= 5x6 1 2 3 4 5 67 8 9 10 11 12 /Nie/ .N /.. W"\\IIITPArle.•••• •..2,ig, 1 N- / NZA11- 6. .4. 25 24 23 22 21 20 19 18 17 16 15 14 13 4x6= 4x6= 1.5x3 II 3x12 M18SHS FP= 4x6= 4x6= 1.5x3 I I 1.5x3 SP- 7.9.8 7-2-8 7-9-0 8-10-8 9-6-0 6-6-0 6-7.8 7-3-8 8-7-12, 9-5-0 18-10-8 21-7-8 21.10 6-6-0 0-L 8 0.1'-0 I 0-10.4' 0-6.8 1 9-4-8 2.9.0 0-3- 0-7.0 0.5-8 0-2-12 0-1-0 o-o-e Plate Offsets(X,Y)-- [1:Edge,0-1-8],[4:0-1-8,Edge],[12:0-3-0,Edge],[14:0-1-8,Edge],[16:0-1-8,Edge],[20:0-1-8,Edge],[24:0-2-12,Edgs LOADING (pst) SPACING- 2-0-0 CSI. DEFL in (hoc) 1/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.50 19-20 >519 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(TL) -0.78 19-20 >331 240 M18SHS 244/190 BOLL 0.0 Rep Stress!nor YES WB 0.80 Horz(TL) -0.02 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:115 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 1-6:2x4 SP SS(flat) except end verticals. BOT CHORD 2x4 SP SS(flat)'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 13-18:2x4 SP No.1(flat) 2-2-0 oc bracing:17-19. WEBS 2x4 SP No.3(1lat) REACTIONS. (lb/size) 25=1173/0-5-8,12=1179/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-25=-1166/0,1-2=-1214/0,2-3=-3072/0,3-4=-4338/0,4-5=-4968/0,5-7=-4968/0, 7-8=-5193/0,8-9=-4772/0,9-10=-3808/0,10-11=-2261/0,11-12=-1297/0 BOT CHORD 23-24=0/2296,22-23=0/3810,21-22=0/4968,20.21=0/4968,19-20=0/5191,17-19=0/5112, 16-17=0/4418,15-16=0/3167,14-15=0/1295 WEBS 11-14=-1061/0,12-14=0/1685,11-15=0/1314,1-24-0/1569,10-15=-1260/0, 2-24=-1505/0,10-16=0/891,2-23=0/1079,9-16=-849/0,3.23=-1026/0,9-17=0/493, 3-22=0/778,8-17=-473/0,8-19=-34/265,7-19=-255/202,4-22=-983/0,4-21=-36/313, 7-20=-716/213,5-20=-128/390 N TES- ii 1)Unbalanced floor live loads have been considered for this design. ,,��,�-ER 'P,F�, 2)All plates are MT20 plates unless otherwise indicated. : ``Q\.•..........•4/ i� 3)All plates are 3x4 MT20 unless otherwise Indicated. �� '.• \GEN$ ti .. 4)The Fabrication Tolerance at joint 18=11% •` • \' k'..• °••.. 5) Recommend 2x6 strongbacks,on edge,spared at 10.0.0 oc and fastened to each-truss with 3-10d(a.131"X3")nails. : No 22839 r. Strongbacks to be attached to walls at their outer ends or restrained by other means. • 6)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. *.• ••* • 7)CAUTION,Do not erect truss backwards. = r' * :9•+.l TA F :•t'i: Walter R Finn PE No.22839 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 4 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. MITT . Design valid for use only with Mlrek&connectors.INs design k based only upon parameters shown,and Is for an kidivIduca balding component,not a truss system.Before use.the bulking designer must verify the(44)11 :3011y of design parameters and properly Incorporate orate this design Into the overall building design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with posstle personal injury and property mage. For general attdanee regarding the fcbrlcotlon,storage,delivery,erection and bracing of trusses and taus systems,SeeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from'truss Plate Institute.218 N.Lee Street.Suite 312,Alexarvirla,VA 22314. Tampa.FL 33610 1 1 Job Truss Truss Type Qty Ply The Cumberland 18484197! 9806T0 F09 ;FLOOR 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:15 2016 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-CsM6X6HU1 Fi9nOXxwkYLQoj?AEKphLI LitBsIBzOED_ 0-1-8 0 p H I 1-3-0 I I 1.4.0 I "1=1" Scale=1:30.3 4x6= 1.5x3= 1.5x3 II 3x6 FP= 4x6= 5x6= 1 2 3 4 5 6 7 8 9 10 - 22 E iply X /I' N r_ .. 0 o1 4./ \44/Aidhlhlh\Alrir.Or '-•I , 1 20 19 18 17 16 15 14 13 12 11 4x6= 3x8 MT2OHS FP= 1.5x3 II 4x6= 4x6= 1.5x3 I 7.11.8 7-3-8 7-9-0 1-6-0 4-0.0 6.6-0 6.17(8 7- 12 &0.0 9-4-0 11.10.0 144.0 17-1-0 I I II 1 -416 1-6-0 2.6.0 2.6.0 0.1.8 0-6-4 0-2-8 1-4-0 2-6-0 2.6.0 2-9-0 -3 0-8-0 0-5-40-0-8 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[4:0-1.8,Edge],[10:0-1-8,Edgel,[12_0-1-8,Edge],115:0-1-8,Edgej___ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 IC 0.57 Vert(LL) -0.20 16 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(TL) -0.31 16 >656 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.01 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:92 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat)`Except' except end verticals. 11-18:2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 21=923/0-5-8,10=929/0-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-21=-918/0,1-2=-931/0,2-3=-2277/0,3-4=-3016/0,4-5=-3233/0,5-6=-3233/0, 6-8=-2733/0,8-9=-1710/0,9.10=-1012/0 BOT CHORD 19-20=0/1750,17-19=0/2778,16-17=0/3233,15-16=0/3233,14-15=0/3084,13-14=0/2358, 12-13=0/1010 WEBS 9-12=-826/0,10-12=0/1314,9-13=0/952,1-20=0/1200,8-13=-902/0,2-20=-1140/0, 8-14=0/521,2-19=0/733,6-14=-488/0,3.19=-696/0,6-15=-117/477,3-17=0/418, 4-17=-489/28 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. ,..111111 t:1//1,. 3)All plates are 3x4 MT20 unless otherwise indicated. is ERP ��I 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. `%s P.�.........F/4,A•4, Strongbacks to be attached to walls at their outer ends or restrained by other means. •% Ci E •• 'Y 'e 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. ,,� .•�\ She'•• °,, 6)CAUTION.Do not erect truss backwards. • No 22839 r" --0L :Q- 0^rTA F 4: i• F• S• •. Rj ;c ��`* •Walter P.Rnn PE No.22839 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 mi Q WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mltek/i connectors.This design Is based only upon parameters shown-and Is lot an Individual Exuding 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 txilcSng design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent cdiglso with possible personal Injury and property ckxnogo. For general guidcnce regarding the 6904 Parke East Blvd. i fabrication.storage.delivery,erection and bracing of trusses and truss systems.$eeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component Safety Information avdable from Luys Plate lu1tute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tarrpa.FL 33610 Job Truss Truss Type i Qty I Ply i The Cumberland T8484198 9806T0 F10 Floor 2 I 1 I I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:16 2016 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-g2wVISH6oYg0Pa68UR3ay0G9W eI?QoyVxJxPpdzOECz 0-1-8 1-8-0 1-8-0 I 0-1/8 Scale=1:29.6 4x6= 4x6= 1.5x3= 3x6 FP- 1.5x3= 1 2 3 4 5 6 7 8 9 p • P T a21 ie X e 22 0 -/r / X',- ►b, :`-- 19 18 17 16 15 14 13 12 11 't' 4x6= 1.5x3 II 1.5x3 II 3x6 FP= 4x6= 1-6-0 4-0-0 6-6-0 10-11.0 ___ 13.5 0 _ 15-11-0 17.5.0 I I 1-6-0 2-6-0 2-6-0 I 4-5.0 --___ I 2-6-0 H 2-6-0 I 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[4:0-1-8,Edge],[5:0.1-8,Edge],[9:0-1-8,Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) -0.21 15-16 >998 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(TL) -0.32 15-16 >636 240 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.06 10 rVa n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:90 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(flat)'Except` except end verticals. 10-12:2x4 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) 20=938/0-5-8,10=938/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=-933/0,9-10=-933/0,1-2=-947/0,2-3=-2325/0,3-4=-3093/0,4-5=-3339/0, 5-6=-3093/0,6-8=-2325/0,8-9=-948/0 BOT CHORD 18-19=0/1783,17-18=0/2840,16-17=0/3339,15-16=0/3339,14-15=0/3339,13-14=0/2840, 11-13=0/1783 WEBS 9-11=0/1222,1-19=0/1222,8-11.1162/0,2-19=-1162/0,8-13=0/754,2.18=01754, 6-13=-716/0,3-18=-716/0,6-14=0/438,3-17=0/438,5-14=-549/18,4-17=-549/18 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. ,,,1111 1 1 1 11/s.,, Strongbacks to be attached to walls at their outer ends or restrained by other means. ,%0 ��eR P Fi'j,' ♦♦s% 44.• \*,E N• til/�i ♦♦� • \• SFS•• �•i • i No 22839Z *i .* +-0: • 'ccs :13' TA .� F ''J: r rrr0O�S• i R%**,,,, G,``: i,,,S•i0Np 1••% Walter P.Finn PE No.22839 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 41 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mn-7473 rev.10/03/2015 BEFORE USE i Design valid for use only with MIIek&connectors.this design Is based only upon parameters shown.and Is for an Individual bolding component not Mt , a truss system.Before use.the bulking g designer most verily the applicability of design parameters and properly Incorporate this design into the overdt binding design. Bracing indicated Is to prevent buckling at Indlv duri truss web and/or chord members only.Additional lernlxxay and permanent bracing MiTek' Is always required for stability and to prevent collapse with posstte personal frely and property damage. For general guidance regadkrg the tabdcation,storage,delivery,erection and bracing of trusses and truss systems.soeANSI/Wit Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdktle from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria-VA 22314. Tampa.FL 33610 Job Truss 'Truss Type Qty Ply I The Cumberland I T8484199� 9806T0 Fit j GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:16 2016 Page 1 1 D:yc?an d twzX K nq C p hr m 5?Qyaz E e SX-g 2wV I S H 6 oYq 0 Pa68 U R3ay OG H 8eswOxT V xJ x P pd zO EC z 1 3x6= 2 1.5x3 I 3 1.5x3 I. 4 3x4 Ii Scale=1:9.4 v • . .. .•:•:.4;.•:•0000000••000••00000000000•:•O•:::.••O•:::J:00.000000000000•••O• 8 7 6 5 3x4 II 3x4 — 1.5x3 3x4 I I 1.6-12 _-_ 2-10-12 3-5-0 1-6-12 1-4-0 0.6-4 Plate Offsets(X,Y)-- (7:0-1-8,Edge1,[8:Edge,0-1-8] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) -0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:22 lb FT=20%F,114E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3.5.0 oc purtins, 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. (lb/size) 8=62/3-5-0,5=-2/3-5-0,7=180/3-5-0,6=108/3-5-0 Max Uplift 5=-2(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.•All forces 250(Ib)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5. 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. ,,t�1111111!//��', ms`s•` 1 ER P. F/ 00 • `,�.` �..\GENs'..-•'..- •Me No 22839 • -U: \ 'cc: � 90TA4 F• :4y: . Walter P.Ann PE No.22839 MRek USA,Inc.FL Gen 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2016 BEFORE USE. saw Design valid for use only with Mltekl connectors.this design is based only upon parameters shown.and Is for an urdlvkiu l building component,not a truss system.Before use,the building designer must verily the applicabllty of design rxxa meters and properly Incorporate this design into the overall bulking design. Bracing Indicated is to prevent buckling of individual truss web and/or chard members only.Additional lernp orary and permanent bracing MiTek k- is always required tax stability and to prevent coltq>se with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fatrIcatkn,storage,delivery,erection and bracing of busses and truss systems,seoANSI/lPI I Quality Criteria,DSB-89 and BCSI Building Component Safety Information avdlable kaon truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply The Cumberland T8484200 9806T0 FG01 FLAT GIRDER 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Ft 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:18 2016 Page 1 10:yc?mdtwzXKngCphrm5?QyazEeSX-cR2FA8JMKA4jeuF W bs522R LSPRMeubXoOcQW tVzOECx 5-10-3 __11_5_10 17-3-4 22-11-4 , 26-11-0 28_6.432-2-4 ._ _37-5-8 39-11-0 5.10.3 i 5-7-7 f 5-9-10 I 5-8-0 ' 3-11-12 '1-7-4r 3-8.0 5-3.4 12-5-8 2x4 II 4x5= 5x6= Scale=1:95.0 5x6= 2x4 II 4x10= 4x10= 6x8= 4x10= 2x4 I 7x6= 1 2 3 24 25 4 5 6 26 7 827 9 10 11 .- --r— -- ii I\ 1 I 1 1 >.� .. ,. „ . _x.16 14 1 IT 23 28 22 29 21 20 30 1931 32 1834 17 7x 037 38 40 41 1342 1236 0 JUS24 7x10= Special 2x4 4x10= 4x10= 7x10 - 6x6= 2x4 II JUS24 7x14 MT2OHS= 2x4 H JUS24 JUS24 JUS24 JUS24 2x4 I NAILED Special JUS24 JUS24 special 7)110 SPECIAL ANCHORAGE,DESIGNED BY Special Special Special JUS24 JUS24 OTHERS,IS REQUIRED AT SUPPORT(S) Special Special JUS24 NAILED LOCATION(S)TO ALLOW FOR THE MINIMUM Special Special REQUIRED SUPPORT WIDTH SHOWN BELOW. Special 5.10.3f 11-5-10 { 17-3-4 i 22-11-4 26-11-0 28.6.4 32.2-4 I 37-5-8 139-11-01 5-10-3 5-7-7 5-9-10 5-8-0 3-11-12 7.4 3-8-0 5-3-4 2-5-8 Plate Offsets(X,Y)-- [6:0-4-0,0-2-8),[10:0-3-0,0-2-0),[11:0-3-0,0-2-4],[12:Edge,0-4-0),[14:0-6-0,0-2-4],[15:0-3-0,0-4-0],[16:0-5-8,0-3-8],[18:0-3-0,0-4-8],[19:0-5-0,0-3-14 [20:0-4-14,0-2-0] _ LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.11 15-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.28 15-16 >957 180 MT2OHS 187/143 BCLL 0.0 • Rep Stress Incr NO WB 0.96 Horz(TL) 0.08 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:903 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 4-8:2x6 SP No.1 except end verticals. BOT CHORD 2x6 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:21-22,19-21. 1-23,11-12,5-19,6.19:2x6 SP No.2 WEBS 1 Row at midpt 6-19,10-13 2-22,3-21,3-19,6-18,7-17,10-13,11-14:2x4 SP No.2 T-Brace: 2x6 SP No.2-11-12,3-19 OTHERS 2x6 SP No.2 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=2070/0-5-8,12=7448/0-5-8,19=17555/0-4-6 (req.0-10-6) Max Uplift 23=-203(LC 4),12=-1358(LC 5),19=-2676(LC 4) Max Gray 23=2577(LC 13),12=7448(LC 1),19=17555(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-23=-2441/225,1-2=-941/40,2-3=-941/40,3-5=-553/3354,5-6=-553/3354, 6-7.4013/727,7-9=-4427/817,9-10=-4427/817,10-11=-1746/320,11-12=-7076/1294 BOT CHORD 21-22.612/225,19-21=-612/225,18-19=-370/2070,15-16=-731/4031,14-15=-325/1773 WEBS 1-22=-67/1704,2-22=-2735/429,3-22=-378/2321,3-19=-5073/705,5-19=-2775/409, `,„%011111//1III 6-19=- 1736, 97,7-16=-2567/430, 113-114='96 356,10-14'57221004,16-18 366/2050,116-14=-1261/6879,9-15—2679/421, i,.��i\\p�-�........F/ti/or 7-15=-164/750,10-15=-910/4907 . v.• .GENS . 1. �.` • F ••, .• „. NOTES No 22839 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. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. • 1'r^ •* — Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. ='fl:1 ,111-'' * cc= 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 s"' ?TATEY F rti ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. i 0.•. roti �� 3)Wind:ASCE 7-10;Vult=13Omph(3 second gust)Vasal=101 mph;TCDL=5.Ops1;BCDL=S.Opsf;h=25ft;B=45ff L=40ft;eave=5ft;Cat. •• ,c.-.7•+',./ R'1 Pr \,� II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 :j 61 .•• C?�• 4) Provide adequate drainage to prevent water ponding. G ` 5)All plates are MT20 plates unless otherwise indicated. ,'��/S/ItNA;+;��, 6)This truss has been designed fora 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 Walter P.Finn PE No.22839 will fit between the bottom chord and any other members,with BCDL=10.Opsf. MTek USA,Inc.FL Cert 6634 8)WARNING:Required bearing size at joint(s)19 greater than input bearing size. 6904 Parke East Blvd.Tampa FL 33610 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Date: 23=203,12=1358,19=2676. April 22,2016 1 Continued on Daae 2 0 WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/20/5 BEFORE USE. milt Design valid for use only with Woke,connectors.his design Is based only urxrs parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary anal permanent bracing Mile k* Is always regaled for stability and to prevent collapse with possrbie personal Ir*ry and property damage. For general guidance regardIng the 6904 Parke East Bk/d.tabxlcatIon,storage.delivery,erection and tracing of Rinses and truss systems,seeANSI/IP11 QualIty Criteria,DSB-89 and BCSI Building Component Safety Information available from buss Plate Institute,218 N.Lee Street,Spite 312 Alexandria,VA 22314. Tampa.FL 33610 Job I Truss Truss Type Qty Ply The Cumberland T8484200 9806T0 FG01 FLAT GIRDER 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:19 2016 Page 2 I D:yc?mdtwzX KngC ph rm5?QyazEeSX-4d bd N U K_5TC aG2gj 9ac Haeud9r htd2nxdG93QyzO ECw NOTES- 10)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 18-0-12 from the left end to 38-0-12 to connect truss(es)to back face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. 12)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148'x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 13)Special hanger(s)or other connection device(s)shall be provided starling at 17-8-4 from the left end to 37-8-4 sufficient to connect truss(es)to back face of bottom chord. The design/selection of such special connection device(s)Is the responsibility of others. 14)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:1-11=-450(F=-390),19-23=-20,17-19=-107(B=-87),12-13=-10703=-87),14-16=-107(B=-87) Concentrated Loads(Ib) Vert:15=-454(B)31=-849(B)32=-849(8)33=-849(B)34=-849(B)35=-454(8)36=-454(B)37=-454(B)39—454(B)40=-454(B)42=-454(8) a I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.100312015 BEFORE USE. Design valid for use only with MiTekkN connectors.Ibis design k txrsed only urx>n parameters shown.and Is for<n IrxlMdual building component.not a truss system.Before use,the building designer must verify the applicability of design pnraneters and properly Incorporate this design Into the overall bulking design. Brachg Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary end permanent bracing MiTek' Is always required for stability and to prevent collapse with possble personal k*ry end propxnty damage. for general guidance regarding the fabrication,storage,delivery,erection end tracing of trusses and truss systems,SExeANSI/11,I I Quality Criteria,DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safely Information available Born Inas Plate institute,'218 N.Lee Street,Suite 312.Atexandrkt VA 22314. Tampa,FL 33610 Job I Truss ;Truss Type Qty Ply The Cumberland I I I T8484201 9606T0 I FG02 !FLAT GIRDER 1 2 Job Reference(optional) j Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:19 2016 Page 1 I D:yc?mdtwzXKngCphrm5?Qyaz E eSX-4dbd N U K_5TC aG2gj9ac HaeuberfAd5sxdG93QyzOECw 3-10-2 7-6.810.0.14 13-1-0 3-10-2 3-8-6 26-6 � 3-0-2 Scale:1/2"=1' 2x4 II 2x4 H 4x10= 1 4x10= 2 3x5- 3 4 5 — ' w J 11.1111"111111111111111111111111ftc.:71.111111111111111111111111ftwr- , _______---:-_______----_-_----1- w I l I I I I 111 11 H i..* 11 9 12 8 13 7 4x10= 14 10 NAILED 4x10= NAILED 3x5= NAILED 6 5x10 MT2OHS II NAILED NAILED 5x10 MT2OHS II NAILED 3-10-2 7.6.810-0-14 13-1-0 I 3-10-2 3-8-6 2-6-6 3-0-2 Plate Offsets(X,Y)-- [2:0-2-4,0-1-8],[6:Edge,0-3-8],[7:0-3-8,0-2.0],[8:0-2-4,0-1-8],[9:0-3-4,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.29 8-9 >532 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.58 8-9 >263 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Ina NO WB 0.83 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:137 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins, BOT CHORD 2x6 SP SS except end verticals. WEBS 2x4 SP No.3`Except` BOT CHORD Rigid ceiling directly applied or 9-5-9 oc bracing. 1-9,2-8,5-7:2x4 SP No.1 REACTIONS. (lb/size) 10=4029/0-5-8,6=4083/0-3-8 Max Uplift 10=-1267(LC 4),6.1340(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-3609/1111,1.2=-10957/3574,2-3=-10825/3537,3-4=-10825/3537, 4-5=-10825/3537,5-6=•4154/1302 BOT CHORD 9-10.286/915,8-9=-3574/10957,7-8=-3537/10825,6-7=-162/511 WEBS 1-9=-3396/10373,2-9=-2258/558,3-8=-1361/333,4-7=-1875/486,5-7=-3559/10877 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. ,.01111111/// 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 �.� eR P. II, ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. `•'``PN.•....... F/4.71.1; 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=2517 B=45ft;L=24ft;eave=oft Cat. `4' V•.• . E N s••••ti lid II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 �• • V F •• • 4) Provide adequate drainage to prevent water ponding. N O 22839 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.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. '0% •t 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) !• .( TA F -1/47:- 10=1267, 6=1340. •• 9)"NAILED`indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. �i�'r� •:-/ R% Q'~' �• �,, LOAD CASE(S) Standard �l4,,s' 0 N. �?�`�` 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 'I1j11111111111, Uniform Loads(plf) Vert:1-5=-560,6-10=-20 Walter P.Finn PE No.22839 Concentrated Loads(Ib) MITek USA,Inc.FL Cert 6634 Ven:9=-115(B)7.-115(B)11.-115(B)12=-115(B)13=-115(B)14=-117(B) 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 I mll, Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1I.7473 rev.10032015 BEFORE USE. i Design valid for use only with Mitek'connectors.this design Is based only upon parameters shown,and is for an IndM Anal building component,not a truss system.Before use,the building designer must verify the applicablity of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' I Is always required for stability and to proven!cdlapse with passible personal Injury and properly damage. For general guidance regarding the Iabilcatkrr,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. Safety Information available from truss Plate Institute,218 N.tee Street.Suite 312.Alexaldrla VA 22314. Tampa.FL 33610 Job Truss T Truss Type Qty Ply ! The Cumberland T8484202 9806T0 FG03 FLAT GIRDER 1 3 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:20 2016 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-Zp9?agLcsnKRtBPviH8W 7sRmGFOmMViSswvdyOzOECv 2-8-95.3-5_._ 7-10-2 10-10-15 13-3-11 15-8-7 18-3-0 I 2 8 9 —I 2-6.12 2-6-13 3.0.13 I + 2-4-12 2-4-12 2-6-9 Scale=1:31.1 5x6= 2x4 II 4x5= 4x5= 4x5 = 3x8= 2x4 II 7x14 MT2OHS= 3x4 II 1 2 3 18 4 5 6 19 7 8 9 H Y . 4 nn nn nn° nn nn -a nn 17 20 16 21 15 22 14 23 24 13 25 12 26 11 27 17 10 2x4 I 6x8- 2x4 I 3x5 H 7x14 MT2OHS= 7x14 MT2OHS= 2x4 II NAILED NAILED 4x10= JUS24 JUS24 NAILED NAILED NAILED NAILED 2-8-9 5-3-5 7-10-2 10-10.15I 13.3-11 I 15-8-7 18-3-0 2-8-9 I 2-6-12 I 2-6-13 I 3-0-13 2-4-12 2-4-12 — 2-6-9 Plate Offsets(X,Y)-- [1:0-3-0,0-2-01,[12:0-2-0,0-2.41,117:0-2-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Verl(LL) -0.46 13-14 >468 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.92 13-14 >235 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.98 I Horz(TL) 0.14 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:251 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins, 6-9:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 9-7-8 oc bracing. WEBS 2x4 SP No.3*Except* 1-16,3-16,4-15:2x4 SP No.2 REACTIONS. (lb/size) 17=4940/0-3-8,10=5440/0-5-8 Max Uplift 17=-1927(LC 4),10=-1716(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-4739/1853,1-2=-10237/4193,2-3=-10237/4193,3-4=-17999/6779, 4-5=-22074/7490,5-7=-17905/5845,7-8=-17905/5845,8-9=-450/140,9-10=-722/188 BOT CHORD 16-17.175/461,15-16=-6691/17763,14-15=-7490/22074,13-14=-7490/22074, 12-13.7490/22074,11-12=-3506/10817,10-11=-3506/10817 WEBS 1-16=-4337/10550,2-16=-1463/308,3-16=-8124/2696,3-15=-665/1704,4-15=-4436/876, 5-13=-267/207,5-12=-4546/1899,7.12=-1212/255,8-12=-2551/7730,8-10=-11300/3669 NOTES- 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: `,,``��ER 11 i._�',' Top chords connected as follows:2x4-1 row at 0-7-0 oc. A" Bottom chords connected as follows:2x4-1 row at 0-7-0 oc. � `Q".••.........••y ' Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 2-16 2x4-1 row at 0-5-0 oc. �� v••• \Ci N$ •• 2)All loads are considered equally applied to all plies,except If noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to .� • V ' • .i ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. : N O 22 839 3)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;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. ti 5)All plates are MT20 plates unless otherwise indicated. '0 ••1� 1 �-L� r. 6)This truss has been designed for a 10.0 psf bottom chord Ilve load nonconcurrent with any other live loads. i• ••' TA1 F :6V 47• 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 .0 . '6r • will fit between the bottom chord and any other members. ,,j��'•: R 1a`+�—•P•..t,•, 8 Provide mechanical hers)of ss to p ate pable of 100 lb 9) Use17=1USP JUS24927, 1(W(With 10d connection(by nt tGirderr&11 Od nails e into Truss)rulss)or equivalent spaced at 2-0-0 ocplift max`start ng at 2-4-12 from the ,,6. ','14;0 N A,,:,,N `` left end to 4-4-12 to connect truss(es)to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. Walter P.Finn PE No.22839 11)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148-x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 LOAD CASE(S) Standard Date: April 22,2016 Continued on Dane 2 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. a Design valid for use only with Metre connectors.this design is breed only upon rxxarneters shown,and Is for art ktdlvkkral Lending component not a truss system.Before use,the building designer must verity the applicability of design parameters aria properly Incogxxate this rkrskxt Into the overall building design. SIacIng indicated Is to prevent buckling of hxdMdonly.truss web and/or chord members Additional temporary Ind permanent bracing Milek' !I B always required kr stability and to prevent collapse with possible personal Injury and property damage. For general guidance renaming the 1 fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANSI/IPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bid. Safety Information avdkrble horn Inns Plate Instlute,218 N.Lee Street.Suite 312,Alexandria,VA 72314. Tampa.FL 33610 —1 Job Truss Truss Type Qty :Ply i The Cumberland T8484202 9806T0 FG03 (FLAT GIRDER 1 ' I 3 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:20 2016 Page 2 I D:yc?mdtwzXKngCphrm5?QyazEeSX-Zp9?agLcsnKRtBPviH8W 7sRmGFOmMViSswvdyOzOECv LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=125 Uniform Loads(plf) Vert:1-9=-560,10-17=-20 Concentrated Loads(Ib) Vert:20=285(B)21=285(B)22=-89(B)23=-89(B)24=-89(B)25=-89(B)26=-89(B)27=89(B) 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03.2016 BEFORE USE. I' MI Design valid for use only with Mitek€connectors.this design is based only upon rxaameters shown,and B for an Irxllvldual building component.not e truss system.Before use.the building designer roust verify the aux�lk:c>L�Ilty of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated h to prevent buckling of Individual truss web and/or chord members only Additional temporary cxnd permanent tracing M iTe k • is always required for stability and to prevent collapse with possible personal kyay and property damage. For general guidance regarding the BH Eas Parket d. lobrlcatbn.storage,delivery,erection and bracing of trusses and truss systems.see.ANSI/1P11 Qualify Criteria,DSB-89 and BCSI Building Component 690469 P. East B Safely information availablefrom lass Plate Institute,218 N.Lee Street Suite:i12.Alexandria VA 22314. Job Truss Truss Type Qty Ply The Cumberland I 18484203 9806T0 HJ02 Jack-Open11 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:21 2016 Page 1 I D:yc?mdtwzX KngC phrm5?Qyaz E eSX-1 Oj Oo9LFc5SI VL_5G?f l f3z8l fYs5 BkE5ae AUgzOE C u 2-5-7 II 2-5-7 Scale=1:13.0 4.95 FIT 3 V ac e 2X4 II 2X4 II 2 1 P0? 0 f illi CO N n II ILIIIMII II 1 4 620 II = 5 2.4 I I 0-4-15 2-5-7I I 0-4-15 I 2-0-8 LOADING (psf) SPACING- 2-0-0 CSI, DE FL. in (lot) Udefi Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.00 4-5 >999 180 BCLL 0.0 • Rep Stress'nor YES WB 0.04 Horz(TL) -0.01 3 IVa ri/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-7 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=49/Mechanical,4=19/Mechanical,5=112/0-4-3 Max Horz 5=27(LC 12) Max Uplift 3=-25(LC 12),4=-1(LC 12) Max Gray 3=49(LC 1),4=33(LC 3),5=112(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave-41t;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4. ,,`�.%SER1 1SP. lilei i No 22839 • I.p•.� A F '#e� : ,t,•,, . fry`, '",, 'ONM-� so Walter P.Finn PE No.22839 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 Q WARNING•Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. -- Design valid for use only with MilekD connectors.this design is based only upon parameters shown,and Is for an Individual bolding component,not a truss system.Before use,the b&Mdki0 designer must verily the applicability of design parameters and properly Incorporate this design info the overall MiTek" bulkingdesign.wacig indicated is to prevent bucklingof individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent calk!se with possible personal Injuryan and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erecavailable and bracing of trusses and tr ss systems,seeANSI/lPlt Crafty Criteria,DSB-89 and BCSI Building Component Tampa.FL 33610 Safety Informdtlon valkiNe from buss Plate institute,218 N.Lee Street,Suite 311 Alexandria,VA 22314. Job Truss Truss Type `Oty Ply I The Cumberland T8484204 9806T0 J01 Jack-Open II4 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:21 2016 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-1 OjOo9LFc5SI V L_5G?tlf3z8SfZb5BH E5aeAUgzOECu I 2-0-0 2-0-0 Scale=1:13.9 2 p 7.00 12 2x4 II 1 N n N N rT ■ 4 '/ W. 2x4 II 3 0-3-0 2-0-0 0-3-01 1-9-0 I - — LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 * Rep Stress[nor YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0.0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=74/0-3-8,2=52/Mechanical,3=22/Mechanical Max Horz 4=31(LC 12) Max Uplift 2=-30(LC 12) Max Gray 4=74(LC 1),2=54(LC 17),3=36(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45fC L=24ft;eave=4ft;Cat. It;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2. 1111111lilt// s�P•'GEN.'' N+ ' • No 22839 - * f ' (1/4 :cc:: .:13'.:1 TAF '4.1ji" • ,li Sj0NM-�, ° ,s. •Walter P.Finn PE No.22839 MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 I wilt 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 tAl tekw connectors.this design is bosod only upon parameters shown-and is tot an Individual building component.not a truss system.Before use,the balking designer must verify the applicability of design parameters and properly incorporate this design Into the overall trradng design. Bracing indicated Is to prevent buckling of indMdual truss web and/or chord members only. Additional temporary and permanent bracing Mulek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regrading the 6904 Parke East Blvd. Idrlcatlon,storage,delivery,erection and bracing of musses and tr ss systems,seeANSI/TPI1 Qualify Criteria,DSB•89 and BCSI Building Component Safety Information avallotxe from truss Plate Institute,218 N.Lee Street.Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply The Cumberland T8484205 9806T0 J02 ,HALF HIP GIRDER 2 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:22 2016 Page 1 ID:yc?mdtwzXKngCphrms?QyazEeSX-VCHm?VMtNOa97VZIgiA.-CHW Dz3ongeDNJEOjOHzOECt 2-0-0 I 6.0.0 2-0-0 4-0-0 Special Scale=1:16.4 455 = NAILED 7.00 12 2 7 3 11 I1 254 II 1 J J I - H H - 1111 6 8 5 9 4 2x4 II NAILED 254 II NAILED NAILED 3-Q 2-0-0 1-9-0 i 6-0-0 4.0-0 { �3d LOADING (psi) SPACING- 2-0-0 CSI. I DEFL. in (loo) (/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.07 4-5 >942 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 i Vert(TL) -0.17 4-5 >401 180 ' BCLL 0.0 • Rep Stress Incr NO WB 0.02 Horz(TL) 0.16 3 IVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 3=147/Mechanical,6=237/0-3-8,4=89/Mechanical Max Horz 6=32(LC 8) Max Uplift 3=-60(LC 5),6=-38(LC 8),4=-5(LC 5) Max Gray 3=147(LC 1),6=237(LC 1),4=105(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft B=45ft;L=24ft;eave=4ft Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. ,,,r,�1I 111Ill,/,� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,6,4. ,�� l ER P F 1I, 8)"NAILED"indicates 3-10d(0.148'x3")or 3-12d(0.148'x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. `s\\Q.�-,......... �A, ,jam 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)75 lb down and 91 lb up at ,,� '••.• \C E N S••..L •. 2-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. • • \. F • 0i 10)In the WAD CASE(S)section,loads apptiee/to the face of the truss are noted as front(F)or back(B). • N 0 2 28 3 9 LOAD CASE(S) Standard ,k : 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ...: Uniform Loads(plf) '::-0.0 i •Q Vert:1.2=-60,2-3=-60,4-6=-20 ��'� TAS. F :4?::: Concentrated Loads(Ib) I,0 i• =` Q' i•• �� Vert:5=-3(F)8=-4(F)9=-3(F) Ie,� •• •��R‘ :"c'r�Y,.• •,�S',S+�ONAL�C1�SN Wafter P.Finn PE No.22839 MRek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 0 WARNING-V.rpy design parameters and READ NOTES ON THIS AND INCLUDED MEEK REFERANCE PAGE MII.7473 rev.1003/2016 BEFORE USE. idt Design valid for use only with MlTekda connectors.This design Is based only upon rxrarneters shown.and Is for an hdwckxtl building component.not a truss system.Before use,the building designer must verity the applicability of design pxiarneters and properly Incorporate this design into the overall buedhg design. Bracing Indicated Is to prevent budding of IrdMdu l truss web and/or chord members only.Ackltlond temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal Infuy and properly damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of Susses and truss systems-seeANSI/TPI1 Quality Criteria.DSe-89 and SCSI Building Component 6904 Parke East Bird. Safety Information available from Truss Plate Irutttu le,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply The Cumberland T8484206 9806T0 J04 HALF HIP 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:23 2016 Page 1 I D:yc?mdtwzX KngCphr m5?QyazEeSX-zOr8Dr N V8i i0kf 8 UOQhDkU 3P BS9pZ5HXYu7HZjzO ECs 4.0.0 6-0-0 4-0-0 2-0-0 j Scale=1:21.7 4x5= 2 3 l� 7.00 12 2x4 II 1 4d111 rummimmimiim 6 �= 5 2x4 II 4 2x4 II Q 3-Q 4.0-0 I 6-0-0 a3.0 3.9 0 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.08 5-6 >849 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.18 5-6 >391 180 BOLL 0.0 ' Rep Stress Ind YES WB 0.03 Horz(TL) 0.16 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 3=111/Mechanical,6=232/0-3-8,4=121/Mechanical Max Horz 6=66(LC 12) Max Uplift 3=-29(LC 9),6=-4(LC 12),4_24(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45th 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 4-0-0,Exterior(2)4-0-0 to 5-11-4 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. truss truss ons. 7) Provide m) Refer to echanicaler(s) rconnecttiion(by others)not truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,6,4. ,,s"` eR �P,p/4/Pe .`sNr•• CEN.•••'Y�el �•. •• \, `SFS•• �' No 228391. • r. *: .* 1.X41) r' TA\. F • Walter P.Ann PE No.22839 MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 1 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI67473 rev.10/03/2015 BEFORE USE. M. Design valid for use only with MI1ekk°o connectors.this design is based only upon parameters shown.and Is for an individual building component.not a truss system.Before use,the[Akan()designer roust verity the applicability of design parameters and properly i ncorpxrato this design Into the overall binding design. Bracing Indicated is to prevent buckling of Indivkiuxal truss web and/or chord members only. Additional temporary and permanent bracing MITek' is always required for stabllly and to prevent collapse with possible personal Injury and properly damage. For general guidance regardng the East Blvd.fabrication.storage,delNery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 690469 P.Parke 33610t Safely Information available from truss Plate institute.218 N.lee Street,Suite 312.AlexcxxirkL VA 2'1314. Job Truss Truss Type Qty Ply The Cumberland T8484207 9806T0 J06 Jack-Open 5 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 S Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:23 2016 Page 1 I D:yc?mdtwzXKngC phrm5?QyazEeSX-zOr8DrNV8i i 0kf8U OQh DkU3M I S9aZ5nXYu7 HZjzO E Cs 6-0-0 6-0-0 Scale=1:25.3 2 7.00 12 6 b I4t4r< 3 ,1 QQ 3-Qp 6.0-0 d3-b 5-9-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loo) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.06 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.16 3-4 >443 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.00 Horz(TL) 0.08 2 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=232/0-3-8,2=160/Mechanical,3=72/Mechanical Max Horz 4=97(LC 12) Max Uplift 2=-77(LC 12) Max Gray 4=232(LC 1),2=162(LC 17),3=111(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.•All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GC0=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-11.4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2. ♦♦``,,.4%1111111/se ER ,,, S No 22839 • - :ma • y. AYq F :1Q� e'd . • R j -,-rr. . • E;1; .. . Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE. Design valkl for use only with MlleldD connectors.This design Is based only upon pxaarrrefers shown,and is for an incilvklual balding component.not a truss system.Before use.the building designer must verity the Wrpllcablity of design parameters and properly Incortxxate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and pxenndnent bracing MiTek* Is always required for stabtitiy and to prevent collapse with possible personal missy and property damage. For general guidance regarding the fabricatbn,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely Information available from Truss Plate Institute,218 N.tee Street.Salle 312.AJexcxxrrka VA 22314. Tempa.FL 33610 — — Job Truss I Truss Type I Qty Ply I The Cumberland T8484208 9806T0 PB01 PIGGYBACK 15 1 ,Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:24 2016 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-RbPWQBO7vOgtMpjgx7CSHibZBsXCIY1 gnYtg59zOECr I Scale:3/4'=1' 2x4 I 3 6 .....iiiiiiiii 5.00 12 Pi a c., rA tiN n 2 1 I f•II 6 5 6 4 2x4 = 6.2.13 6-2-13 LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(TL) 0.03 1 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 5 rt/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=0/4-9-11,2=245/4-9-11,4=195/4-9-11 Max Horz 2=72(LC 12) Max Uplift 2=-36(LC 12),4=-33(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsh h=25th B=4511;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-4-14 to 3-4-14,Interior(1)3-4-14 to 6-1-1 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4. 6)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building ,,1111111 111111,, designer. ss..,0.: "-(ER P. F� ,,� . .• ........ .•. i' i No 22839 .: • r"", *( : r. 9I. TAY Et. F . f NM- to 4"HI111/111 I Wafter P.Finn PE No.22839 MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mllek?)connectors.This design Is trued only upon parameters shown,and Is for an kvily dual building component.not a truss system.Before use,the bulking designer must verify the applicability of design paarneters and properly Irrcogxxate tilts design Into the overall building design. Bracing indicated Is to prevent buckling of IndMckrd Inns web and/or chord members only.Additional lempxxay and permanent bracing mil. MiTek' , I Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guregardingance regarding the 6904 Parke East WA. storage,delivery,erection and tracing of trusses and truss systems.seeANSI/1PIt Quality Criteria.D5B-89 and BCSI Building Component Safely Information available from truss Plate Institute,218 N.Lee Street,Salle 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply The Cumberland T8484209 9806T0 P002 PIGGYBACK 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:24 2016 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-RbPW QB07v0glMpjgx7CSHibeesbl IYYgnYtg59zOECr I I Scale=1:14.8 2x4 I 4 2x4 II . 5.00!12 3 . 8 . Z rV 2 ■ 0 II 2x4= 6 5 2x4— 2x4 I I 6-2-13 1 6-2-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a - r/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 2 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:19 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.2'Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, 3-6:2x4 SP No.3 REACTIONS. All bearings 5-3-2. (Ib)- Max Horz 1=57(LC 12) Max Uplift All uplift 100 lb or less at joint(s)1,2,5,6 Max Gray All reactions 250 lb or less at joint(s)1,2,5,6 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=lOimph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=4511;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-3-15 to 4-3-15,Interior(1)4-3-15 to 6-1-1 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,,..111111/11//,.,I 5)Bearing at joint(s)1,7,2,5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should ,.0 ,.'ER P p III' verify capacity of bearing surface. `Q.••.•••••• ••4/��1f�., 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2,5,6. `�� V.• �G E Ns'... 4" .• 7)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building �� • V F 0. designer. No 22839 *: �* 1.9 TA F :-4',/ Q • :4..i:.- ,I'1 -/ONAt• -\-•N�. 11111111+ Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 1 i MI, Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE. Design valid for use only with Mtlek55 connectors.This design is based only upon parameters shown,and is for an individual al buldkng component,not a tr ss system.Before use.the bulling designer must verily the applicability of design ixxarneters and properly Incorrxxate this design Into the overall building design. Bracing indicated Is to prevent truckling of individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal kilts,/and property damage. For general guidance regarding the fabrication.storage,delivery,erectkrn and bracing of trusses and truss systems.seeANSI/lPt1 Quality Criteria,DSB-89 and BCSI BuNding Component 6904 Parke East Blvd. Safely Information available from irss Plate Institute,216 N.Lee Street,Suite 312,Nexa drla.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply The Cumberland T8484210 9806T0 PB03 Piggyback 4 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:25 2016 Page 1 I D:yc?mdtwzXKngCphrms?QyazEeSX-vnzueXOlgJyk_zlsVgjhgv8qwGwel??q?CcOdbzOECq • Scale=1:9.6 3 4 2x4 !I 5.00 Ft 2 • N • 2 5i I^ 2x4 = 2x4 3.3.5 3.3.5 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Verl(LL) 0.00 3 rVr 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) 0.00 3 rVr 120 BCLL 0.0 * Rep Stress'nor YES WB 0.02 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=2/3-1-9,2=141/3-1-9,6=70/3-1-9 Max Horz 1=34(LC 12) Max Uplift 2=-30(LC 12),6=-15(LC 12) Max Gray 1=18(LC 12),2=141(LC 1),6=70(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45lt;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 2)Gable requires continuous bottom chord bearing. 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)Bearing at joint(s)1,2,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ♦,11111111/11g,,, capacity of bearing surface. ♦,♦ 1 ER p 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6. ♦♦``r�. ........ P/4110,0 7)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building $ V..•• .....d** •4/ designer. • V F� • • No 22839 -53 ' TA F 4,,/i • Walter P.Finn PE No.22839 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valW for use only with Mliek19 connectors.This design Is based only upon parameters shown,and is for on individual budding component.not • a truss system.Before use,the bulking dosigrxx must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for slabilly and to prevent collapse with possible personal hKay and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Supe 312.Alexandria,VA 22314. Terve.FL 33610 Job Truss Truss Type Qty Ply The Cumberland T8484211' 9806T0 T01 GABLE 1 1 (Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:26 2016 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-NzXHrtPN Rd4bb6t33YEwM7hwwgDGmR4zEsMx92zOECp 20-6-8 _ 26-3-13 31-7-8 20-6.8 5-9-5 5-3-11 4x5= Scale=1:72.8 21 22 23 24 585 26 57 5.00 12• 55 _, 8 - : r 1819 20 16 17 15 _ 14 _ 5x6 i 13 12 0 10 t3 d 8 9 i' 6 _ - 5 3x4 I 3 4 - 2 1 t .ice if • - To .R B 8 P 9 9 3 f} E f 9 •••35. •S4••33•••32•••31••••30••••29• •28 27 id a .•:•:•••:.:•:•.•.•.•:. :•.•.•.•.•:•.•• •:.•. .• : .• .•••.•::•:: .. •:•:•:•. •.•.•.•::•:•:• ..~.•.•.•.•:. 54 53 52• 51•••x'50•• 49 48 46• 45 44 43 42 41 40 39 38 37 36 3x4 47 3x6= 20-6-8 31-7-8 20-6-8 11-1-0 Plate Offsets(X,Y)-- [10:0-3-0,0-3-0],[22:0-2-8,0-2-41,[54:0-2-0,0-0-8] LOADING (psf) l SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0,00 36 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0,00 36 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.09 Horz(TL) -0.00 27 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:346 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' except end verticals. 17-37:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 SP No.3 10-0-0 oc bracing:36-37,30-31,29-30,28-29,27-28. OTHERS 2x4 SP No.3 1 Row at midpt 17-36 WEBS 1 Row at midpt 26-27,25-28,24-29,23-30,22-31,21-32, 20-33,19-34,18-35,16-38,15-39 with 2x4 SP No.3 with 2-10d(0.131"x3")nails and cross brace spacing of 20-0-0 oc. REACTIONS. All bearings 20.6-8 except(jt=length)27=11-1-0,37=11-1-0,37=11-1-0,36=11-1-0, 36=11-1-0,28=11-1-0,29=11-1-0,30=11-1-0,31=11-1-0,32=11-1-0,33=11-1-0, 34=11-1-0,35=11-1-0. (Ib)- Max Horz 54=315(LC 12) Max Uplift All uplift 100 lb or less at joint(s)27,54,36,28,29,30,31,32,33, 34,35,38,39,40,41,42,43,44,45,46,48,49,50,51 except 53=-373(LC 12) Max Gray All reactions 250 lb or less at joint(s)27,54,37,37,36,36,28,29, 30,31,32,33,34,35,38,39,40,41,42,43,44,45,46,48,49,50,51, ,,lt�t111111/11._ , 52,53 except 54=448(LC 12) ,`�,b\- ........ ...P. •FSI Q4',,, FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. �� • S TOP CHORD 1-2=-445/207,2-3=-360/168,3-4=-348/161,4-5=-329/152,5-6=-310/143,6-7=-292/134, �� \' • o� 78=-274/125.8-9=-256/1,7.1-54 -30e1134 • No 22839 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=33ft;eave=4ft;Cat. 7. • �`' * : II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-5-12 to 4-11-8,Interior(1)4-11.8 to 27-7-13,Exterior(2) .....13 1 \ : SCC 27-7-13 to 32-3-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 i11'4 i TA F • 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 %� Pr..4.' Gable End Details as applicable,or consult qualified building designer as per ANSITTPI 1. , , 3)N/A �iS• .'••.. 4) Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. ','1,17/0-,, N'' ` ��, ��111111t1t1�, 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). P.Finn PE No.221i39 7)Gable studs spaced at 1-4-0 oc. Waltertk USAnInc.FL .2rt 39 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6634 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 6904 Parke East Blvd.Tampa FL 33610 will fit between the bottom chord and any other members. Date: 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)27,54,36,28, April 22,2016 4-,nnt119140013halfil 33,34,35,38,39,40.41.42.43,44.45.46.48.49,50,51 except(it=1b)53=373. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mi. Design valid for use only wilt.Milek i connectors.this design Is based only upon Fxaaneters shown,and is for an Yx9v deal bolding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bractg indicated is to prevent txrckling of Individual truss web and/or chord members only. Additional temporaai moultedry d permanent bracing Mile k i is alwaymoulted for stability and to prevent collapse with possible personal in andcay aproperly damage. For general gukx: kae regarding the 6904 Parke East Blvd. fabrication.storage,delivery,erection a d bracing of Misses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Compornnt Tempa,FL 33610 Safely Informationril Information avalice from Tess Plate institute,218 N.Lee Street.Salle 312, ioxorxlrla VA 2'1314. Job Truss Truss Type Qty I Ply The Cumberland T8484211 ' 9806T0 IT01 GABLE 1 1 IJob Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:26 2016 Page 2 I D:yc?mdlwzXKngCphrm5?QyazE eSX-NzXHr1PN Rd4bb6t33YEwM7hwwg DGmR4zE sMx92z0E C p NOTES- 11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 1 i 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII.7473 rev.1017312015 BEFORE USE ill Design val W for use only with MITekCc connec lois.this(lesion Is based only upon parameters shown.and Is for an tx9vidual building component,not a truss system.Before use,the building designer must verity the applicabllty of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent coliapue with possible personal injury and property damage. For general guidance regarding the 6904 Parke East BNd. fab ri ati o.storage.delivery.erection and bracing of trusses and truss systems.seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria VA 22314. � Tampa.FL 33610 Job Truss j Truss Type 1 Qty I Ply The Cumberland ! 1 T8484212 9806T0 T02 PIGGYBACK BASE 6 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:27 2016 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-sA4f2DQ?CxCSDGRFdFm9VKD2T4UcVmy6TW 5UiUzOECo 6-1-13 13.4-3 _-- 20-6-8--- 25-4-11 31-7-8__ ' 6-1-13 7-2-5 I 7-2-5 4-10-3 I 6-2-13 4x10= Scale=1:77.3 2x4 II 5.00 12 6 20 21 7 2x4 'I 517 34� 3x6 4 0 3x4% 0 A0 .. '7 2 ,44444646.40.64444444.44.4.4.44. 3x4 16 i 1 15 14 13 12 11 18 2x4 I' 19 3x4= 2x4 Il 3x5= 3x6 3x8= 2x4 11 6x8= l 6-1.13 I 13-4-3 I 20-6-8 20]7 -8 25-4-11 I 31-7-8 6-1-13 7-2-5 7-2-5 0-5-0 4-5-3 6-2-13 Plate Offsets(X,Y)-- [1:0-1-12,0.1-8],(6:0-6-0,0-1-12],[10:0-2-8,0-2-12],(12:0-1-8,0-1-8],[14:0-2-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DE FL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.06 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.15 11-12 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.63 Horz(TL) 0.01 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:235 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-11 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 5-11:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 2x4 SP No.3 1 Row at midpt 5-10 WEBS 1 Row at midpt 7-8,4-10,6-10,6-8 REACTIONS. (lb/size) 8=216/Mechanical,15=686/0-3-8,10=1605/0-3-8 Max Horz 15=304(LC 12) Max Uplift 8=-80(LC 9),10=-223(LC 12) Max Gray 8=352(LC 24),15=686(LC 1),10=1605(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-956/13,2-4=-483/0,4-5=-136/367,5-6=-38/347,1-15=-630/68 BOT CHORD 14-15=-363/230,12-14=-291/827,5-10=-368/192 WEBS 2-12=-511/169,4-12=0/443,10-12=-155/354,4-10=-815/170,6-10=-669/49,6-9=0/352, 1-14=0/730 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=25ff;6=4511;L=33ft;eave=4ft;Cat. `.0%111111u, II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)1-5-12 to 4-9-5,Interior(1)4-9-5 to 26-8-11,Exterior(2) 0 .R P II, 26-8-11 to 31-4-10 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,%%Ss P��..•••••.•F/4, ♦i♦ �. E N . '1i 3)Provide adequate drainage to prevent water ponding. �� \C S ♦♦ ♦ \. F 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads- • i 5)'This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide No 22839 •1. i will tit between the bottom chord and any other members,with BCDL=10.0psf. *;• .. • 6) Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8 except(jt=lb) • * - -': 1 ,A, t •�� 10=223. W TAI F :-4',/ ♦♦ CC`S• F1 ...k s• miliiiiitio Wafter P.Finn PE No.22839 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 1, b 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.1W03f2015 BEFORE USE. it Design valid for use only with Mllek€comer:tors.This design is based only upon rxxameters shown.and Is for an frxivkkal 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 bucing design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal Inlay and properly damage. For general guidance regarding rhe fabrication.storage.delIvery,erection and bracing o1 trusses and Imes systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BNd. Safety Information avcllable from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA22314. Tampa.FL 33610 Job Truss Truss Type Qty I Ply The Cumberland T8484213. 9806T0 T03 i Monopitch 4 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:28 2016 Page 1 I D:yc?rndtwzXKngCphrm5?QyazEeSX-KMe1 GZRezEKJrQORAzHORYmDCTn2EDIGiAr2EwzOECn I 6-1-13 I 13-4-3 { 20-6-8 I 24-5-8 I 28-8-0 I 6-1-13 7-2-5 7-2-5 3-11-0 ' 43-8-9 { • 3x4 3x6= 2x4 I' Scale=1:71.7 5.00 128 ' 6 7 2x4 II 18 5 3x6% - ill 3x4%4 3 J 0 iloih 3x4 4 2 e: 17 �, 3x4 i ill it ISS o v •• 19 20 10 9 16 15 14 13 126x8= 3x4= 2x4 3x5 = 3x6— 3x8= 2x4 II I 6-1-13 I 13-4-3 I2011?-8 20-6-8 28-&0 I 6-1-13 7-2-5 7-2-5 0-5-0 7-8-8 Plate Offsets(X,Y)-- [1:0-1-12,0-1-81.[7:0-3-0,0-2-41,[11:0-2-8,0-2-121,[13:0-1-8,0-1-81,[15:0-2-0,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.23 10-11 >414 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.44 10-11 >216 180 BCLL 0.0 • Rep Stress!nor YES WB 0.62 Horz(TL) 0.01 11 Ma n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:208 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-2 oc purlins, BOT CHORD 2x4 SP No.2'Except` except end verticals. 5-12:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 2x4 SP No.3 1 Row at midpt 5-11 WEBS 1 Row at midpt 8-10,3-11,6.11 with 2x4 SP No.3 with 2-10d(0.131"x3")nails and cross brace spacing of 20-0-0 oc. REACTIONS. (lb/size) 10=33/0-3.8,16=695/0-3-8,11=1536/0-3-8 Max Horz 16=304(LC 12) Max Uplift 10=-64(LC 9),11=-203(LC 12) Max Gray 10=153(LC 24),16=695(LC 1),11=1536(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-972/12,2-3=-503/0,3-5=-130/338,5-6=-49/305,1-16=-639/66 BOT CHORD 15-16=-360/230,13-15=-290/842,5-11=-343/149 WEBS 2-13=-506/165,3-13=0/428,11-13=-132/466,3-11=-806/173,6-11=-523/58,1-15=0/745 NOTES- ,1111111111/II/ 1)Unbalanced roof live loads have been considered for this design. ,•�� (ER P p/��I, I=1 Om h(3-second gust)Vasd=101m h;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=30th eave=4ft;Cat. ♦♦`P.�••.••••..• �e 2)Wind:ASEnd.,7-10;Vu t 3 p p ♦ V GEN ti� ' II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-5-12 to 4-5.12,Interior(1)4-5-12 to 26-8-11,Exterior(2) • • 26-8-11 to 29-8-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ♦♦♦ ' �\ SF•••• °00 3)Provide adequate drainage to prayer/water ponding N o 22839 • 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=1o.opsf. : • , c 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10 except(jt=lb) •::.-.0• \ ;Q 11=203. :-5)1.1 TAT I: F : 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. i 0i•. ' 1. • 10 NAV- 0 I/IIIi1111111- Walter P.Rim PE No.22839 MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 f mi Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10032015 BEFORE USE. , Design valid for use only with Milekt)connectors.Ns design Is based only upon parameters shown,and Is for an individual ual building component,not a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly Incorporate this deign Into the overall balding design. Bracing indicated is to prevent buckling of individual truss wet>and/or chord members only. Additional temporary and permanent tracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidcnce regarding the 6904 Parke East Blvd. fabrication.Storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Cr feria,DSB-89 and BCSI Building Component Safety Information(writable from Truss Plate Institute,218 N.lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply The Cumberland T8484214' 9806T0 T04 Piggyback Base 3 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:29 2016 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-oYC PTvSG kYSASabekgod_IJ Lut8xzc BPwgabm NzOECm 3.2-12i 9-8-9 __16-2-7 I 23-11-12 25-4-11 31-7-8 3-2-12 6-5-13 6-5-13 7-9-5 1.4-15 6-2-13 3x6= Scale=1:71.9 4x10 G 2x4 II 6 7 19 20 8 1 5.00'12 - e I 16 I 2x4 ll 5 3x6 3x4 71 4 -I 3 p i 2x4 I I o 22 14 13 12 11 21 10 9 2x4 I I 2x4 II 3x6= 2x4 I I 5x6= 3x4- 3x8= 3-0-0 3- 112 9-8-9 I 16-2-7 I 23-11-12 l r31-7-8 3-0-0 0-2.12 6-5-13 6-5-13 7-9-5 7-7-12 Plate Offsets(X,Y)-- [1:0-3.0,0-1-8],[7:0-3.0,0-2-4[,[9:0-3-0,0-3-0],[11:0-2-0,0-1-8],[12:0-2-11,0-1-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.12 11-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.30 11-13 >826 180 BCLL 0.0 * Rep Stress Incr YES ; WB 0.84 Horz(TL) -0.01 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 I Matrix-MS Weight:191 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. WEBS 1 Row at midpt 8-9 2 Rows at 1/3 pts 6-10 with 2x4 SP No.3 with 2-10d(0.131"x3")nails and cross brace spacing of 20-0-0 oc. REACTIONS. (Ib/size) 9=-509/Mechanical,14=793/0-5.8,10=2235/0-3-8 Max Horz 14=305(LC 12) Max Uplift 9=-509(LC 1),14=-66(LC 12),10=-122(LC 12) Max Gray 14=793(LC 1),10=2301(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-474/0,2-3=-608/49 BOT CHORD 1-14=0/481,13-14=-297/481,11-13=-297/481,10-11=-557/0,9-10=-557/0 WEBS 2-14=-503/166,3-11=-460/113,5-11=-437/188,6-11=-225/1058,6-10=-2062/289, 6-9=0/944 ,101%111111/1". NOTES- �. - .R P. F�le i 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psi;h=25ft;B=45th L=32ft;eave=oft;Cat. ��' '.•..... ...... E lis•••.;'�'�� II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0.0 to 3-2-12,Interior(1)3-2-12 to 25-4-11,Exterior(2) •Z : \eF •. �0 25-4-11 to 29-10-6 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 No 22839 i 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. /,r 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 = : yam`',* f will fit between the bottom chord and any other members,with BCDL=10.0psf. "0••! r II :Q 6) Refer to girder(s)for truss to truss connections. *:•13'.' a'TATA. F liz 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14 except(jt=1b) 0;• + 9=509,10=122. �� 4-.4,—.-- es•> (t% ;�"- 9 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. ��j s• •........• C?%• Iti,5�4NAt- o. Walter P.Rnn PE No.22839 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 0 WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7073 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MITekI connectors.Ibis design is rased only ufxrl parameters shown,and is tor an Individual building component,not a truss system.Before use,the building designer must verify the applicability ility of design parameters and properly Incorporate this dc-skin Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web card/or chord members only. AddBonal temporary and faerrxtnent bnsccing MiTek' is always required for stability and to prevent collapse with possible personal rVuy and property d<nnage. For general guidance regadng the fabrication.n.storage.delivery.erection and bracIng of trusses and truss systems,so oANSt/TPi1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Irtss Plate Institute,218 N.lee Street.Suite 312,Alexandria,VA 71314. Tampa.FL 33610 Job Truss Truss Type Qty Ply I The Cumberland T8484215 9806T0 T05Piggyback Base 6 1 I Job Reference(optional) i Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:29 2016 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-oYCPTvSGkYSASabekgod_IJMBt9hzdVPwgabmNzOECm 8-5-2 16-2-7 23.11-12 25-4-11 31-7-8 I — 8-5-2 I 7-9-5 I 7.9.5 1.4.15 6-2-13 3x6= Scale=1:7i.9 4x10 2x4 li 5 6 18 19 7 - 5.00 112 l 17 3x4 4 3x6 i • 2x4 II 3 0 2 16 1 0 12 20 11 10 21 9 22 8 3x4 = 3x6= 2x4 II 3x4 = 3x5— 3x4= 8-5-2 16-2-7 ) 23-11-12 I 31-7-8 I 8-5-2 7-9-5 7-9-5 7-7-12 Plate Offsets(X,Y)-- 16:0-3-0,0-2-41,[10:0-1-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.11 10-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.27 10-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 i Horz(TL) 0.03 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:193 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-4 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. WEBS 1 Row at midpt 7-8,5-9 with 2x4 SP No.3 with 2-10d(0.131"x3")nails and cross brace spacing of 20-0-0 oc. REACTIONS. (lb/size) 8=-70/Mechanical,1=863/0-5-8,9=1725/0-3-8 Max Horz 1=305(LC 12) Max Uplift 8=-94(LC 3),1=-43(LC 12),9=-198(LC 12) Max Gray 8=109(LC 22),1=863(LC 1),9=1947(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1424/59,2-4=-1428/169,4-5=-653/106 BOT CHORD 1-12=-314/1245,10-12=-171/544 WEBS 2-12=-476/208,4-12=-204/975,4-10=-793/269,5-10=-243/1278,5-9=-1558/365, 5-8=0/414 . NOTES- `,,,,111111111/,�,, 1)Unbalanced roof live loads have been considered for this design. ER R 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=32ft;eave=4ft;Cat. �•S%v`,,O....•..•r/4i..ice II;Exp B;Encl.,GCpl=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-1-15,Interior(1)3-1-15 to 25-4-11,Exterior(2) `�� V.• \G ENS+ .ti e 25-4-11 to 29-10-6 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �. V F •• i 3)Provide adequate drainage to prevent wafer pending. No• 22839 0 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 ,�-y will fit between the bottom chord and any other members,with BCDL=10.Opsf. 1 * • 6) Refer to girder(s)for truss to truss connections. ( ii 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,1 except(jt=lb) ' •'.iI TA7.E F Cf1 I 9=198. %O . i ' '• ' ;.. ,• 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. •i•'�''•%• R i'.9.-.-T.:'" \ ,� •i S `C? •%‘ 11111111 Walter P.Rnn PE No.22839 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 t 1 4 WARNING-veiny design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.10/03/2015 BEFORE USE. MN Design valid for use only with Mllek)connectors.this design is based only upon Fxxamr,iers shown,and Is to an txtivdud buldIng component,not a thus system.Before use,the building designer Durst vedN the applk:ablity of design;ammeters and I goperly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of in dM du al Inds web and/or chord merntxes only. Additional temporary and permanent bracing Milek' S always required for stability and to prevent collapse with possible personal y and property da loge. For general guidance regarding the East Blvd.Atom-intik"fabrication,storage,delivery,erection and bracing of Ino6904 Inoses and truss systems,seeANSI/TPI1 Quality Criteria,OSB-89 and BCSI Building ComponentE Safety Information avdlabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Atom-intik"VA 22314. Tampa.P.Parke 10 JOD Truss I Truss Type Qty Ply i The Cumberland I T8484216 9806T0 TO6 GABLE 1 1 j Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:31 2016 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-kxKAuaT W G9jtiulOs5g53AOrlh_I RiliO83irFzOECk 26-3-12 31-7-8 I 26-3-12 5-3-12 4x5= Scale=1:65.5 5.00112 79 20 21 22 23 24 17 16 15 3x6 1 3 14 12 11 _ 9 g 5 6 7 4 _ . 0111111111 3 3x4 i 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 5x6- I 3178 I 31-7-8 - --------- Plate Offsets(X,Y)-- [11:0-2-4,Edge),[20:0-2-8,0-2-4],[37:0-3-0,0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 1 Lumber DOL 1.25 BC 0.06 Vert(TL) n/a - n/a 999 BCLL 0.0 • Rep Stress Ina YES WB 0.09 Horz(TL) 0.00 25 rite n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:308 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 24-25,23-26,22-27,21-28,20-29,19-30, 18-31,17-32,16-33 REACTIONS. All bearings 31-7-8. (Ib)- Max Horz 1=306(LC 12) Max Uplift All uplift 100 lb or less at joint(s)25,26,27,28,29,30,31,32,33,34,35,36,37,38,39,40, 1 41,42,43,44,45,46 Max Gray All reactions 250 lb or less at joint(s)25,1,26,27,28,29,30,31,32,33,34,35,36,37,38, 39,40,41,42,43,44,45,46 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-507/175,2-3=-456/146,3-4=-438/145,4-5=-411/134,5-6=-385/126,6-7=-359/117, 7-8=-334/108,8-9=-308/99,9.10=-282/90,10-12=-257/81 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=32ft;eave=2ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-10-2 to 4-0.1,Exterior(2)4-0-1 to 26-3-12,Corner(3)26-3-12 ,,r,1t1/W W W UI/14 to 29-5-11 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 %%� ER P. li 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 `��Q.��........'�4 "I. Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. • ',�� `�.•\*GENS'•; '• �. 3)Provide adequate drainage to prevent water ponding. 4)All plates are 2x4 MT20 unless otherwise irtdirated. N o 22839 5)Gable requires continuous bottom chord bearing. *• • •�*Z. 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. q t 1 8) This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 'V.Fr .4,£ 1 :Cr= ��9)will fit between the bottom e hord and any other members. % `.' it-1...1.2....R:.\94...\..1.1t: Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)25,26,27,28,29, Q '.. 4 r30,31,32,33,34,35,36,37,38,39,40,41,42,43,44,45,46. E�, • it k3;0 A' ��s Walter P.Ann PE No.22839 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 / 1 li WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use oNy with fvlileka connectors.this design Is bused only upon parameters shown,and Is for an todisi dual building component.not a truss system.Before use,the bulking designer/ngxx asi verify the applicability of design parameters and properly hcoalo this design Into the overallmit . ! building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek- Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the 6904 Parke East Bald. fabrication,storage,delivery,erection and bracing of trusses and Buss systems,sooANSI/TPI I Quality Criteria,DSB-69 and BCSI Building Component Safety information avdki�le from Truss Plate Institute,218 N.tee Street.Suite 317,Alexan drla,VA 27314. I Tampa.FL 33610 Job 'Truss Truss Type Qty Ply The Cumberland T8484217 9806T0 T07 �MONOPITCH SUPPORTED 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:32 2016 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-C7uY6wU81TrkJ1KDPoLKcOw1B5JUA9escopFNhzOECj ----.__ 21-11-8 t -..-21.11-8 1: 5.00 12 17 r Scale:1/4•=1. 3516 15 14 13c 12 7 3x6 i 11 910 • • 71i2 `1I 6 5 w w Ill 4 I 3 2 w 1 'f7 • _ 8. - 5X6 6 ..•w.. • •..•-•-.•-.-.'.7ele.'•'iii5:.5..:wi.iii•'•'*'i.'i•••- •-•-•-••w.5�. •.••••-....•..-..•w.7••••••:•i•i.-•-•-•7••5.�•••7•••57•.•••••. 3x4 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 I 21-11.8 ._ I21-11.8 Plate Offsets(X,V)•- f9:0-2-8,Edqe),[28:0-3-0,0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (too) 1/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a - rVa 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 Inc/ YES WB 0.09 Horz(TL) 0.00 19 rVa n/a BCDL 10.0 Code FBC2014TTPI2007 Matrix-S Weight:183 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 18.19,17.20,16-21 REACTIONS. All bearings 21-11-8. (Ib)- Max Horz 1=265(LC 12) Max Uplift All uplift 100 lb or less at joint(s)19,20,21,22,23,24,25,26,27,28,29,30,31,32,33,34 Max Gray All reactions 250 lb or less at joint(s)19,1,20,21,22,23,24,25,26,27,28,29,30,31,32, 33,34 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-455/154,2-3=-403/131,3-4=-379/124,4-5=-353/115,5-6=-328/106,6-7=-302/97, 7-8=-276/88,8-10=-251/80 NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=2511;B=45ft;L=2411 eave=2ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-3-8,Exterior(2)3-3.8 to 21-9-12 zone;C-C for 2)members and forces Truss designed forr wind loads in theS for reactions a cof the truss only. r DOL=1.60 Forstuds exposed to wind(normal to the face),see Standard Industry ��e grip DOL=1.60 �,`'"„"'I p!ii plane ) ,� 1 ER P. R ,, Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. ••``Q�. ..... ... /4 4j 3)All plates are 2x4 MT20 unless otherwise indicated. ♦ V.• \C E N s••• 2 ,.j 4)Gable requires continuous bottom chord bearing. • \' F ••• �i 5)Gable studs spaced at 1-4-0 no. rar • No 2 2 8 3 9 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. J.,., 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. : • (" */J ; 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)19,20,21,22,23, 1:113 'fl%l 24,25,26,27,28,29,30,31,32,33,34. ��• TA F ♦ • • ,ii�s4ONA``'s‘. Walter P.Ann PE No.22839 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 I iii. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design valid for use only wilts MIIek2 connectors.this design Is based only upon parameters shown.and is tar as kxllvIduxi building component,not a truss system.Before use,the bulling designer must verity the applicablity of design parameters and properly incorporate this design info the overall building design. Bracing Indicated Is to prevent buckling of kxllvk sal truss web aril/or chord members only.Additional temporary and permanent bracing Milek• Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general grlddoe regarding the fabrication,storage,delivery,erection and bracing g of trusses and tr ss systems,seeANSt/TPI I Quality Criteria,DSB•69 and BCSI Building Component ! 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,'218 N.tee Street,Suite 312,Alexa ndrIa,VA 22314. Tampa.FL 33610 i —1 Job Truss Truss Type Qty Ply The Cumberland 18484218 9806T0 TOM MONOPITCH SUPPORTED 1 1 Job Reference(optional) Building Component Supply,Jacksonville.Fl 32256 8.000 s Jan 15 2016 MiTek Industries,Inc. Fri Apr 22 10:29:42 2016 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-cyiP_INJ?Q71ShPjb1 TdOG9DeAZ541 gHzBcYh8zOCYd 21-11-8 21-11-8 11 11 5.0012 17 1 Scale=1:50.2 X16 15 3x6 14 13 12 • i 11 i 910 i til 721 f`-20 6 1.-.3 t 5 • 1 - 5 13.24 4 1 -27 i'-6 3 63D 729 2 4.32 Sat 0.I 10 I 1 o B B 2 _ o o E 13 Bur's,. = - = - 3x4 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 6x8 0.4.)2 10-1-12 21-11-8 0-4- 2 9-9-0 11-9-12 Plate Offsets(X,Y)-- 19:0-2.8,Edgel,128:0-4-0,Edgel LOADING (psf) SPACING- 2-0-0 I CSI. I DEFL. in (loc) Udell Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.28 32-33 >419 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.65 32-33 >183 180 BCLL 0.0 * Rep Stress Ina YES WB 0.21 Horz(TL) 0.00 19 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight:183 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.1 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 18-19,17-20,16-21 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. All bearings 11-11-8 except(jt=length)1=0-3-8. (lb)- Max Horz 1=265(LC 12) Max Uplift All uplift 100 lb or less at joint(s)19,20,21,22,23,24,25,26 except 27=848(LC 1),28=-250(LC 12) Max Gray All reactions 250 Ib or less at joint(s)19,20,21,22,23,24,25,27 except 1=308(LC 1),26=305(LC 1),28=1318(LC 1),28=1318(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-429/113,2-3=-395/115,3-4=-378/119,4-5=-359/123,5-6=-340/127,6-7=-323/135, 7-8=-300/133 WEBS 10-27=-119/275,8-28=-563/281 `,,,t/111111iii, 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=2tt;Cat. %•s•`Q.\-1�••••�• F/4,', II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-14 to 3-3.8,Exterior(2)3-3-8 to 21-9-12 zone;C-C for ``� •• .G E N d'• le '. members and forces&MW FRS 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 No 22839 Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. *; '� 3)All plates are 2x4 MT20 unless otherwise indicated. r. 4)Gable studs spaced at 1-4-0 oc. .. ryt 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ....-13 .11 :CC .� 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 t TA F : e will fit between the bottom chord and any other members. 1.0 ..•, P• •fi e 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)19,20,21,22,23, 0 �'.:1 R% ,4b 24,25,26 except(jt=lb)27=848,28=250. �j�SS '• \.o�e 8)'Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. eI1�/� i N.A;';�s', LOAD CASE(S) Standard Walter P.Finn PE No.22830 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 I mit Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MllekS connectors.Pis design is based only upon paxaneters shown,and Is for(Jr individual landing component.not a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly incorrxxute this design into the overall briding design. 8rachg Indicated Is to Ixevent buckling of individual truss web and/or chord members only. Additional temrxxary and permanent tracing MiTek' is always required nor stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the East BNd. fabrication.storage.delivery,erection and tracing of trusses and Inns systems.seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 690469 P.Parke 33610 Safety Information available from truss Plate Institute.218 N.tee Street,Stolle 31'1-Alexandria,VA 22314. Job Truss Truss Type I Qty Ply The Cumberland I T8484219 980610 108 JACK-CLOSED 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:33 2016 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-gJSWJGVmonzbxBV PzW 5Z8bT13USmvTi?rSYpv8zOECi 7-5.0 14-6-8I - 21.11.8 I 7-5-0 I 7.1-8 7.5.0 3x4 G Scale=1:56.4 5.00 12 5 6 1 14 2x4 II 4 3X6 i •3 3x4% ♦s " 2 13 ibilifiliiiiiiiiiiiiii 1 10 9 15 87 12 11 4x10 II 2x4 II 3x6= 3x8= 3x4 7-5-0 14-6-8 21-11-8 7-5-0 I 7-1-8 I 7-5-0 Plate Offsets(X,Y)-- [5:0-1-12,0-1-8],[8:0-2-0,0.0-12],[9:0-1-8,0-1-8],[12:0-3-8,Edge] 1LOADING (psi) SPACING- 2-0-0 f CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.15 9-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.40 9-11 >642 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.68 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007I Matrix-MS Weight:125 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-10 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-12:2x6 SP No.2 WEBS 1 Row at midpt 5-8 with 2x4 SP No.3 with 2-10d(0.131"x3")nails and cross brace spacing of 20-0-0 oc. REACTIONS. (lb/size) 12=858/0-5.8,8=869/Mechanical Max Horz 12=261(LC 12) Max Uplift 12=-33(LC 12),8=-158(LC 12) Max Gray 12=858(LC 1),8=905(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-741/118,1-2=-1384/80,2-4=-823/23,4-5=-843/125,5-8=-803/264 BOT CHORD 11-12=-294/1191,9-11=-294/1191 WEBS 2-9=-559/169,4-9=-480/216,5-9=-251/1130 NOTES- 1)II;Ind:ASCE 7-10;Exp B;Encl.,GCpi 10.18;MWFRS(directigust)Vasd=101mph;onal)ona)and C-C Exterior(2)0-2-10psf;2 to 3-2-12,Interior(1)ri3-2-12 o 21-11-8 f z ne;C-Cf focal. ,`,,`�.1 ER 1P i-i members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 s•N1-4_O •.••' •../4,i',j 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� ••• ..G E N S 4 • 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 , V �••'• 'moi will fit between the bottom chord and any other members,with BCOL=10,0psf. i (�O 2 28 3 9 • 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)12 except(jt=1b) "• *• f_ * ,i' � ;* 8=158. i6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. r.13: '1 is , . CC Z :9 fSTAT.E{. O✓F •4�� ee',SS��NA.�' ' • rJfifI Wafter P.Finn PE No.22839 MtTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 1 wilt r 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milek¢D connectors.this design Is bused only upon t xxarneters shown,and is for on ksdtvldual building component.rtoi a truss system.Before use,the bulking designer must verity the opt 41cablity of design pxrarneters and properly incorporate this design into the overall Mile k b king design. Bracing Indicated Is to prevent buckling of indM ival truss web anti/or chord members only. Addttenal temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the 6904 East Blvd. fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/WPi1 Quality Criteria,098.89 and SCSI Building Component Tampa.04 Parke East Satay Information available from Truss Plate instItute,218 N.lee Street,Suite 312.Alexondd a,VA 22314. Job Truss I Truss Type Qty Ply The Cumberland 18484220 980610 T09 Jack-Closed 2 1 I Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:36 2016 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-5u72x1 Xt4iLAofd_eeQGmE5dCidw6r1 RXQnT W TzOECt 5-11-8 11-11-8 _-I 5-11-8 I 6-0-0 3x4 Scale=1:56.3 3 4 5.00 12 2x4 I I 10 2 9 3x4 1 8 7 11 65 2x4 11 3x8= 2x4 II 5-11-8 11-11-8 5-11-8 I 6.0.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.05 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.09 6-7 >999 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.53 Horz(TL) -0.00 6 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:94 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 3-6 with 2x4 SP No.3 with 2-10d(0.131'x3")nails and cross brace spacing of 20-0-0 oc. REACTIONS. (lb/size) 8=462/0-3-8,6=473/Mechanical Max Horz 8=141(LC 12) Max Uplift 6=-140(LC 12) Max Gray 8=462(LC 1),6=520(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-411/28,1-2=-302/0,2-3=-324/96,3-6=-417/265 WEBS 1-7=0/272,2-7=-407/216,3-7=-228/427 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0pst;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-4 to 3-2-4,Interior(1)3-2-4 to 12-0-0 zone;C-C for memer L=1.60 plate 2)This to s has been desiers and forces&gnedRS forfar1reactions 0.0 psf botttom chord own; live load non oncurrrentpwithh any other live loads. ,��,,./ .R 'P fi. A4,w4'�� 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 `N%\Q\;•........ • EIV•••1 'v,� will fit between the bottom chord and any other members,with BCDL=10.Opsf. ,`� ••••\ SF•.• ,ice 4)Refer to girder(s)for truss to truss connections. 5)Proviso mechanical connection(by others)of truss to bearing platys capable of withstanding 100 lb uplift at joint(s)except�jt=1b) _� N 0 22839 r. 6=140. • •; 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. : *: /� ::4 . .. :..„„, STATE F •'4✓: •"'14,O N A`' .' 0 � +n11''" Walter P.Finn PE No.22839 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 f 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE. lilt Design valid for use only with Mileki connectors.this design is based only upon parameters shown,did Is for an Individual briding component.not a truss system.Betore use,tlx:building designer must verify the applicability of design rxxametors and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MIR** k• k dways required for stability and to prevent collapse with possible personal inlray and properly damage. for general guidance regarding the 'al-ideation.storage,deiNery,erection and bracing of trusses and tr ss systems,seeANSI/TPI l Quality Criteria.DSB-89 and BCSI Building Component Tamps.FL E33610 ast Safely Information availatxe from Truss Plate Institute,218 N.tee Street.Salle 312.Alexandrkt,VA 22314. 6904 Parke East BNd. Job Truss Truss Type Oty I Ply The Cumberland T8484221 9806T0 T11 COMMON SUPPORTED GAB 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:37 2016 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-Z5hR9eYHr?T t QpCACMxVJRep76t5rOobm4W 02vzOECe 7.7.015.2-0 7-7-0 t — 7-7-0 4x5= Scale=1:32.5 7 7.00:12 6 fir, 8 V 9 11 5 10 3 r 4 � 12 2 13 �r P tv .1171111i1111111 1111111111;IIII11hal'. lw. I.; 0 24 23 22 21 20 19 18 17 16 15 14 a 3x6 II 3x5 II 5x6= 4x5= 0i3-0 15-2- I 0-3-'0 14-11-0 Plate Offsets(X,Y)-- [1:0-4-9,0-1-8],[13:0-3-9,0-1-8],[14:0-0-0,0.2-0],[24:0-1-8,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.14 16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.24 16 >756 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.16 Horz(TL) 0.02 13 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:92 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 0-9-4,Right 2x4 SP No.3 0-9-4 REACTIONS. (lb/size) 1=607/0.3-8,13=607/0-3-8 Max Horz 1=-96(LC 10) Max Uplift 1=-67(LC 12),13=-67(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-811/116,2-3=-719/136,3-4=-690/156,4-5=-666/181,5-6=-643/205,6-7=-639/240, 7-8=-639/240,8-9=-643/205,9-10=-666/181,10-11=-690/156,11-12=-718/136, 12-13=-811/116 BOT CHORD 1-24=-56/575,23-24=-56/575,22-23=-56/575,21-22=-56/575,20-21=-56/575, 19-20=-56/575,18.19=-56/575,17-18=-56/575,16-17=-56/575,15-16=-56/575, 14-15=-56/575,13-14=-56/575 WEBS 7-19=-151/435 NOTES- ,,,11111111///,�,, 1)Unbalanced roof live loads have been considered for this design. ,�� (ER P R I� 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0ps1;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft Cat. ,.$`p,. ..••• .• /4, 1j� II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)-0-0.0 to 3.0-0,Exterior(2)3-0-0 to 7-7-0,Corner(3)7-7-0 to ,% '�. \G E N S••.•N .• 10-7-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 \ F •• �i 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face);see Standard Industry No 22839 % i 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. cc 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 1!,i TAT F :-411 will fit between the bottom chord and any other members. i 01 1 94"/".•44 : 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,13. 0i�'�'.• R cl 0� 411/111111111 Walter P.Finn PE No.22839 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 I I 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1 onnao15 BEFORE USE. �� Design valid for use only with Milena connectors.this design Is based only upon parameters shown.and h for an individual building component not a truss system.Before use,the building designer must verily the cr<�pllcab lity of design pxpanrolors and properly incorporate this design Into the overcfl building design. Bracing indicated Is to prevent budding of indNklual truss web and/or chord members only.Addnonal temporary and permanent bracing MITA( is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance.regarding the fabrication,storage,delNery,erection and bracing of trusses and truss systems.seeANSI/1P11 Quallly Criteria,DSB-69 and BCSI Building Component I 6904 Parke East Blvd. Safety information available from truss Plate Institute,918 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.Ft.33610 p Truss Truss Type Qty Ply The Curnberland 18484222 980670 T12 Roof Special 1 1 Job Reference(optional) Building Component Supply,Jacksonvlle,FI 32256 Run:8.000 s Jan 15 2016 Print:8.000 s Jan 15 2016 MiTek Industries,Inc. Fri Apr 22 10:30:26 2016 Page t ID:yc?mdtwzXKngCphrm5?QyazEeSX-KQM2DLvweyf3kSmAAGFyAXzk3weDOyx151 GIEazOCXx 10.10-131 7-7-0 1 14-3-3 115-2.0 1 0.10-13 6-8-3 6-8-3 0-10-13 4x5= Scale=1:33.8 4 ��1 7.00 12 12 11 4x10= 4x10= 7 1 5 F N 1 M 0 l4iL- 3x4 Y O. 12 013 2x4 :1 3x4 II II 0(3 4 7-7.0 I 15.2-0 I 0.3-4 7-3-12 7-7-0 Plate Offsets(X,Y)— 11:0-4-12,0-2-01,17:0-4-12,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.07 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 � BC 0.48 Vert(TL) -0.17 8-9 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.12 Horz(TL) 0.02 8 n/a r/a BCDL 10.0 Code FBC2014/TPI2007 1 (Matrix-M) Weight:61 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. 4-9:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=595/0-3.8 (min.0-1-8),8=595/0-3-12 (min.0-1-8) Max Horz 10=-77(LC 10) Max Uplift 10=-66(LC 12),8=-66(LC 12) Max Gray 10=603(LC 17),8=603(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-10=-529/143,1-2=-157/579,2-3=-1253/250,2-11=-694/114,4-11=-600/133, 4-12=-600/133,5.12=-694/114,5-6=-1253/248,5-7=-157/579,6-8=-529/136 BOT CHORD 10-13=-46/534,9-13=-46/534,9-14=-46/534,8-14=46/534 WEBS 4-9=0/321 NOTES- 1)Unbalanced roof live loads have been considered for this design. ��011111111,111 2)II;Exp B;Encl.,ind:ASCE 1GCpi=0.18;MWFRS(directional)and t)Vasd=101mph;)and C-C Exterior(2)0-1-102 to o-111--5,Interior(1)0-1115 to57-7 0?Exte or(2)7 7-0 to ♦♦`%..,��P.�;ER•...F/4/ 1, 10-7-0,Interior(1)14-2-11 to 15-0-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip `•`♦ •�.•.G E N 5.;v e• ms. DOL=1.60 • i 3)Provide adequate drainage to prevent water ponding. • No 22839 %•. 2 8 39 % .. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * •n � 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. y " * / •• 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,8. "•1 11 .:Cr:: 7)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. i '(I To F : I,� 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. %p�C's.$ . r•;\ ,,� LOAD CASE(S) Standard '°, ‘ R 1 C? ♦♦ •'is/ ONA��?•♦ Walter P.Ann PE No.22839 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MlIekJ connectors.flits design Is based only upon parameters shown,and Is for an hdivkluol building component,not a truss system.Before use.the txrik9ng designer must verify the applicability of design parameters end properly Incorpxxato this design into the overall building design. &acing indicated is to prevent heckling of IndNldual truss web and/or chord members only. Additional temmxxory and permanent tracing MiTek' Is always required for stability end to prevent collapse with possible personal injury and properly damage. For general guidance repaving the fabrication,storage.delivery.erection ani bracing of trusses and taus systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 690469 P.Parke Ease East Blvd. Safety Information avcilable from Taus Plate institute,218 N.Lee Street.Sidle 312,AlexandriaVA 22314. I Job Truss Truss Type I Qty Ply The Cumberland T8484223 9806T0 T13 Root Special j 1 1 I j Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:38 2016 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-1 HFpMzYvcJbul ynMm3SkrfAsmV FaasZk?kGabLzOECd 2-3-15 } 7-7-0 - 12.10-1__ { 15-2-0 2-3-15 5-3-1 5-3-1 2-3-15 4x5= Scale=1:34.6 4 7.00 1-1-2- 12 11 2x4 I 3x5 i 2x4 II 4x5= ' 4x5= 3x5 1 5 7 1 NI. CD ill rn 1♦ N N M as 13x4 II 13 9 14 3x4 118 2x4 II 0-1-8 2-3-15i_ 7-7-0 12-10-1 I 15-2-0 0-1-8 2-2-7 5-3.1 --_--___-_ 5.3-1 2-3-15 Plate Offsets(X,Y)-- [3:0-2-4,0-1-8],[6:0-2-4.0-1-8] LOADING (pet) SPACING- 2-0.0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.07 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.17 8-9 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.12 Horz(TL) 0.02 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:68 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.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4-9:2x4 SP No.3 REACTIONS. (lb/size) 10=595/0-3-8,8=595/0-3-12 Max Horz 10=-61(LC 10) Max Uplift 10=-66(LC 12),8=-66(LC 12) Max Gray 10=597(LC 17),8=597(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-10=-529/155,2-3=-894/154,2.4=-661/125,4-5=-661/123,5-6=-894/149, 6-8=-529/137 BOT CHORD 9-10=-63/532,8-9=-63/532 WEBS 4-9=0/326 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=5.0psh h=251h B=4511;L=2411;eave=oft;Cat. ,,��f1111111111,,,, 10-7-0,II;Exp Blnterior(GC2!9-9 to 15-0-4 RS zone!(directional) formembersand forcres)&MW FRS for reactions(shown;Lumber DOL=1.60 plate grip ,%'�tP`.-E.•...FAN d.,� DOL=1.60 .` .• \G E N S+'•.,2 e• 3)Provide adequate drainage to prevent water ponding. �`` • V .• �� 4)This BUSS has been designed for a 10.0 psf bottom chord live load nonconrulrent.with any other live loads- : N O 22839 '•.•283 9 • r 5)'This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide r. * • � will fit between the bottom chord and any other members,with BCDL=10.0psf. ,r 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,8. . * ) i :: 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ;1 •'CC•• 1•13'11 r TA 15 F s✓: i-ie ts,0 N A`rte\0.•ss Walter P.Ann PE No.22839 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 1 I to, 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design vdkl for use only with MllekS7 connectors.this design is based only upon Ixrcmetors shown,and Is for an Ixflvidual twldtng component,not a truss system.Before use,the building designer must verify the U<4 Aicct llty of design parameters rand properly Incorporate this design Into the overall binding design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal inlay and property damage. I or general guidance regarding the Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 690469 P.rFLk East Safety information available from truss Plate institute.218 N.lee Street Salle 31'1.Alexanclrkn,VA 2'2:114. Job Truss Truss Type Qty Ply The Cumberland T8484224 980610 T14 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:39 2016 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-VTpBaJZXNdjlf6MZKnzzOsj24vbtJJpuDO?77nzOECc 3.9-27-7-0 I - 11-4-14 i 15-2-0 l 3-9-2 3-9-14 3-9-14 3-9-2 4x5= Scale=1:34.6 4 F_1 7.00 12 3x5 2x4 II 2x4 II 4x5= 13 14 4x5= 3x5 1 5 7 II J m CI LI I 14M11 a '14111111111 hi eS 3 t' "' N m Y r se 0 0. 0 03x4 II 16 9 17 CI 10 3x4 118 2x4 II 0.u1 8 3-9.2l 7.7.0 11-4-14 i 15.2- l 0.1.8 3-7-10 3.9-14 3-9-14 3-9-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.07 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.17 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(TL) 0.02 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:75 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4-9:2x4 SP No.3 REACTIONS. (lb/size) 10=595/0-3-8,8=595/0-3-12 Max Horz 10=-44(LC 10) Max Uplift 10=-66(LC 12),8=-66(LC 12) Max Gray 10=597(LC 18),8=597(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-10=-523/159,2-3=-767/129,2-4=-612/111,4-5=-612/108,5.6=-767/123, 6.8=-523/137 BOT CHORD 9-10=-74/527,8-9=-74/527 WEBS 4-9=0/325 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=oft;Cat. II;Exp B; ) to 10-7-0,Interior(1)1-4 7 to 15-0-4 zone;C-C formembers and forces&MW FRS for reactions shown;Lumber DOL=1 60 plate 7-7-0 ,��Ot%-�%%1111M/oil �p Flie, � grip DOL=1.60 ,�%V P'•G E M.••4/ ,� 3)Provide adequate drainage to prevent water ponding. •• \ e.• 40 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �. \' •• I� 5)'This truss has been designed for a.live toad of 2O-0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tali by 2-0-0 wide : • No 22839 • 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)10,8. . _ * , • 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ••-p: / '; / CC:, :' . TAlk. -OF 1-9:7: C0 /,,,NA� s'' , �� . Walter P.Finn PE No.22839 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 __ 1 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mf1-7473 rev.11/03/2016 BEFORE USE. Design vdikf tor use only with MiTek. connectors.this design Is based only upon pararneters shown.and Is for on irxflvdxl building component.not I 1111a puss system.Before use,the building designer must verity the applk:abllIty of design parameters and properly Incorporate this design Into the overall building design. &acing indicated Is to prevent buckling of IrxlNkfual truss web and/or chord members only. Additknal temporary and permanent bracing MiTek. Is always required for stability and to prevent cotiwse with possible personal injury and properly damage. For general guidance regarding the Parke East Blvd fabrication,storage,delivery.election and bracing clrrg of trusses and taus6904 systems.seeANSI/1Pi1 Quality Criteria,DSB-89 and BCSI Building ComponentEst 0 Solely Information available from Truss Plate institute,218 N.lee Street,Salto 312.Nexandrla,VA 22314. Tampa,P,Parke Job Truss Truss Type Qty Ply IThe Cumberland T8484225 9806T0 T15 Roof Special 11 1 1 j iJob Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:40 2016 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-zgNZnfa98wrcHGx1tUUCx4GDnJxK2m41 S2IgfEzOECb 5-2.4I 7-7.0 I 9-11-12 15-2-0I 5-2-4 2-4-12 2-4-12 5-2-4 4x5= Scale=1:34.6 4 2x4 II 3x5 �,io0ijji4E': MI r oyl Villpprw - T 3 t* N 12 r 00 ,3x4 11 14 9 15 3x4 11 8, 10 2x4 II 0-dr23_ 7.7.0 I 15-2-0I 0-y'8 7-5-8 7-7-0 Plate Offsets(X,Y)-- [8:0-2-0,0-0.01[10:0-2-0,0-0-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.07 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.18 8-9 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.12 Horz(TL) 0.02 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:81 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.2'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4-9:2x4 SP No.3 REACTIONS. (lb/size) 10=595/0-3-8,8=595/0-3-12 Max Horz 10=27(LC 11) Max Uplift 10=81(LC 8),8=-81(LC 9) Max Gray 10=599(LC 18),8=599(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-10=-516/157,2.3=-694/112,2-4=-575/89,4-5=-575/86,5-6=-694/108,6-8=-516/134 BOT CHORD 9-10=-78/517,8-9=-78/517 WEBS 4-9=0/321 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.Opsh BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=41t;Cat. II;to 9-1p14 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=T 60RS(directional)and C-C Exterior(2)0-1-12 to 3-1-12, 1)3-1-12 to plate grip DOL=07.60 Exterior(2)7-7-0 ,,`� 1ER 'R p.�i,� 3) Provide adequate drainage to prevent water ponding. �� ``P•...........•.•ti , 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `� '-•• ENS •;' . 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 �q • V F '• .. wilt fit between the bottom chord and any other members,with BCDL=10.Opsf_ • No 22839 % ' 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,8. .. * • � 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ▪ 9�.I TA F 1-411 1.0,4:: 1 ,,,,,, 0. �4NA11 �.�` Walter P.Finn PE No.22839 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mil-7473 rev.i(W3/2015 BEFORE USE. mit Design valid for use only with MIIek:connectors.This design Is based only upon parameters shown,and is for an irxflvWual txddirig component not a truss system.Before use.the building designer roust verity the applicabtlly of design parameters and properly hcorrxxato this design into the overall building design. Bracing indicated Is to prevent buckling of Indlvidud truss web and/or chord members only. Additional temporary and permanent bracing M MTek' is always required for stability and to prevent collapse with possible personal h)ury and property damage. for general guidance regarding the fabde.atlon,storage.delivery,erection and bracing of tosses and truss systems,seeANSI/1PI1 Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Btvd. • Safely Information avdlable from loss Plate institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss I Truss Type l Qty 'Ply I The Cumberland • 18484226, 9806T0 T16 HIP GIRDER 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:41 2016 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-Rsxx??bnvEzTuQWxRBORTHoOriCcn8MAhiUEBgzOECa 1-7-4 6-0-0 9.11.0 13-10-015-10-0 15-10.0 _ _ 19-10-0 I 1-7-4 I 4-4-12 4 3-11-0 3-11-0 2-0-0 4-0-0 Scale=1:35.5 NAILED NAILED NAILED 4x5= NAILED 3x4= NAILED 4x5 3 14 15 4 16 17 5 7.00 r12- `il 1 ( w 1 1 n-, 2x4/ 6 r� 3x4 i 2 6x12 II 2xa II 7 1 kn I,_ 1 1 » nn rn nn13 8 19 11 10 20 21 9 22 23 2x4 II 12 NAILED 3x8_ 3x6= NAILED NAILED 3x8 — NAILED NAILED 8 2x4 it NAILED NAILED NAILED NAILED 1-7-4 6-0-0 13-10-0 I 19.7.0 19/19-0 1-7-4 I 4-4-12 I 7-10-0 5-9-0 0-3-0 Plate Offsets(X,V)-- 12:0-1-12,0-1-81,17:Edge,0-5-81,111:0-2-8,0-1.81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.75 Vert(LL) -0.15 9-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.47 9-11 >462 180 BCLL 0.0 * Rep Stress Incr NO WB 0.44 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS i Weight:106 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS*Except* TOP CHORD Structural wood sheathing directly applied or 4-1-5 oc purlins, 3-5:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3*Except' 7-8:2x6 SP No.2 REACTIONS. (lb/size) 12=1433/0-5-8,8=1223/0-3-8 • Max Horz 12=-68(LC 6) Max Uplift 12=-251(LC 8),8=-215(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1381/256,3-4=-1140/246,4-5=-1301/274,5-6=-1445/293,6.7=-1534/283, 7-8=-1033/198 BOT CHORD 9-11=-281/1435,8-9=-193/1173 WEBS 2-12=-1265/219,2-11=-149/1157,3-11=0/376,4-11=-471/184,5-9=0/336,6-9=-85/281 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:xp ASCEC7-10; UIt=l3OmphMW3- (directional);Vasd=lOOLumber DOL;TCplate Opf;BCD 7 5. psf;h=251t;B=45ft;L=241t;eave=oft;Cat. ,,,,001111111/111�,,, 3)Provide adequate drainage to prevent water ponding. grip ��``Q�'� •• F/,j/e 4)The Fabrication Tolerance at joint 7=0% ♦♦♦ '..% •%•%-.1V0.\--........... ENS'•.. '4. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • \' F •• 0� 6)"This truss has been designed for a live load of 20.0psf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0wide = No 22839 i will fit between the bottom chord and any other members. *: � 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 12=251,8=215. r. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. :-0• • 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). i ',� TA Fri LOAD CASE(S) Standard ��10((N••• R% .\- 4♦ 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 i, s• ••....••' ``,% Uniform LoaVert:s 1`3If-60,3-5=-60,5-7=-60,8-13=-20 i�iti 0 N A� to Concentrated Loads(Ib) Vert:3=-100(B)5=-100(B)10=-52(B)11=-52(B)4=-100(B)9=-52(B)15=-100(B)16=-100(B)18=-69(B)19=-101(B) Walter P.Finn PE No.22839 20=-52(B)21=-52(B)22=-101(B)23=-69(B) MITek USA,Inc.R Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/201S BEFORE USE. NI 1 Design valid for use only with MIeke connectors.This design is based only upon pararrreters shown,and Is for an Individual buidlrrg component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall bulking design. Bracing Indicated is to prevent bucklkrg of individual truss web and/on chord members only. Additional temporary and permanent bracing MuTek is always required for stability and to prevent collapse with possible personal In-tray and properly damage. I or general guidance regarding the 6904 Parke East Blvd. fabrication,storage.deNvery,erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteric,DSB-89 and KS!Building Component 6904TamP FL 33610 Safety Information avtlktle horn-truss Plate institute,218 N.lee Street,Suite 312,Alexaiia,VA 22314. Job Truss Truss Type Qty Ply The Cumberland T8484227 980610 T17 I Valley 1 ' 1 i I Job Reference(optional) i Building Component Supply, Jacksonville,Ft 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:42 2016 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-v2UKC LcagY5KW a58?VXgOVLYZ7cgwtFKwLEnk6zOECZ 8_1-1 11-11-1I 20.0.1 l I 8-1-13 100 8'1-1 Scale=1:33.9 4x5 = 455= 2 3 7.00 Pr 10 0 9 11 °D B `► d ..... . . ... ......... ....... ..... .. ... .. ................... .............. ................... ............ -- .... b 3x4 3x4 �i 7 6 5 5x6- 2x4 Q 20-0-1 0.6 .7 19-11-10 Plate Offsets(X,Y)-- (7:0-3-0,0-0-4]_ 1 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.251 BC 0.53 Vert(TL) r/a - n/a 999 BCLL 0.0 ' Rep Stress!nor YES WB 0.14 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014fTPI2007 Matrix-S Weight:74 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 • REACTIONS. All bearings 19-11-3. (Ib)- Max Horz 1=-88(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,4,5,6 Max Gray All reactions 250 lb or less at joint(s)except 1=292(LC 1),4=292(LC 1),5=517(LC 18),6=532(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-5=-359/135,2-6=-359/136 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft B=45ft L=24ft;eave=4f1;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-6-8 to 3-6-8,Interior(1)3.6-8 to 8-1-1,Exterior(2)8-1-1 to 11-11-1,Interior(1)16-1-15 to 19-5-9 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. `,t%tf I III I I/gii. 4)Gable requires continuous bottom chord bearing. `%01 -c.R P F oe, 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ., ``p\-•........• �4 4• 6)'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 `s% '•. �C E S•••�4' . will fit between the bottom chord and any other members,with BCDL=10.Opsf. \' F • '. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at 4,5,6.joint(s)1,4,5,6. . No 22839 1113.,' 1 TA F •-9: Walter P.Ann PE No.22839 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 ' pa Q WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Militia'connectors.this design Is based only upon parameters shown,and Is for an Indiviab l building component,not a truss system.Before use.the building designer must verily the applcabllry of design perarneters and properly incorporate this design Into the overall balding design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporay and permanent bracing MiTek' is always required tor stability and to prevent collapse with possible personal Injury arid property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,cietivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component -— Safety Information avant le Iron truss Plate Institute,218 N.Lee Street,Salle 312,Alexaxiria,VA 22314. Tampa.FL 33610 Job !Truss Truss Type Qty 1 Ply The Cumberland T8484228 9806T0 T18 !Valley 1 1 I :Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:42 2016 Page 1 ID:yc?mdtwzXKngCphrm5?Qya2EeSX-v2UKCLcQgY5KW a58?vXgOVLhl7i_W gH KwLEnk6zOECZ 4-7.138.7.13 12-7-13 17-3-10 � 4-7-13 I 4-0-0 4.0.0 4-7-13 Scale=1:34.2 455= 3 7.00 12 2 2 2x4 I 11 2X4 I I 4 m 6 r el 10 r V 13 5 o , I, b 0 c, 3x4!i g 8 7 6 3x4 2x4 I 3x6_ 2x4 2x4 'I 0-Q-7 4-7-13 12-7-13 + 17-3-10 -f 0-0-7 4-7-6 8-0-0 4-7-13 _ -- 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 0.23 Vert(LL) n/a - rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:67 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 17-2-13. (Ib)- Max Horz 1=-94(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,5,9,6 Max Gray All reactions 250 lb or less at joint(s)1,5,7 except 9=388(LC 21),6=388(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2.9=-289/154,4-6=-289/154 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4fh Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-6-8 to 3-6-8,Interior(1)3-6-8 to 8-7-13,Exterior(2)8-7-13 to 11-7-13 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)5)*Thihis s truss has been deuss has been signed for a ned for a li a.0 load osf f 20.0psf on the bottom chord in all areasom chord live load nonconcurrent with ny whefre a rectangle 3-6-0 tall by 2-0-0 wide ,�.�`er live loads. �ER ,P.,��"i,� will fit between the bottom chord and any other members. �s%``v.,\••..........•4 ,i 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5,9,6. `, .N•.••\G E s ..; •• • i.... No 22839 r\*( i = 13 .l TAY k F 14;-/ .Oi C mitimisto Wafter P.Finn PE No.22839 Mitek USA,Inc.R Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 II b 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2016 BEFORE USE. 141. Design valid for use only with MllekP co neckrs.This design Is based only upon parameters shown.and Is for an IndMNdAual building component not a truss system.Before use,the briding designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal him and properly damage. For general guidance regarding the EastBlvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria, Parke Criteria,OSB-89 and BCSI Building Component Tampa.04 Es Safely Information available from truss Plate institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply The Cumberland T8484229' 9806T0 T19 1 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:43 2016 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-OF2i Phc2RrDA8kgKZc2VYiutXW 3bF8nT8?zKGZzOECY 3--2-n 7-2-11 11-2-1114-5-6 1 3-2-11 1 4-0-0 i 4-0-0 +_ — 3-2-11 Scale=1:27.2 4x5= 3 L. 7.00 12 11 2,0 I I 10 o, 12 2x4 II c: 9 4 d 2 el V 5 1 O ' 6 -'. •:;•eov❖:.eee::O•:•:•:•:❖::0. ,v...000❖:..0•:•:•:•:❖:•:::❖:•:.•:040000•.O•:•:•:::4•:•:.❖.•::•.❖:•.DOG•.O•.❖:.OSO•::O•.O•::O•::•:•:.00•.•::.•.•::.0❖.•:O -o o . o 3x4 B 7 6 3x4 2x4 II 2x4 H 2x4 I'. 0-Q-7 3-2-11 1 11-2-11 14-5-6 1 0-0-7 3-2-4 8-0-0 3-2-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) n/a - rVa 999 BOLL 0.0 • Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 5 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:54 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 14-4-8. (Ib)- Max Horz 1=-78(LC 10) Max Uplift All uplift 100 lb or less at joint(s)8,6 Max Gray All reactions 250 lb or less at joint(s)1,5 except 7=272(LC 1),8=319(LC 21),6=319(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=2511;B=45ft;L=24t1;eave=41t;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-6-8 to 3-6-8,Interior(1)3-6-8 to 7-2-11,Exterior(2)7-2-11 to 10-2-11 zone;C-C for members and forces&MW FRS 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 will fit between the bottom chord hord andned for a live load any otherm mbers f 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ♦♦,01 ER l 1 P. �,1,.,t,- 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,6. `♦♦♦�Q�.•......... E N.. /4'Y,�� n. 55• ••`'\ •` ,'i No 22839 . ) ;: 9 ) : - •f1 - ii f l' TKO. F .14:7 ,''..S;ON it%SS Walter P.Finn PE No.22839 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 k 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.10.0312015 BEFORE USE. NI Design valid for use only with Mnek&v connectors.This design Is based only upon parameters shown.and is for an individual balding component.not a truss system.Before use,the bulling designer must verify the applicabllty of design parameters and properly krcorperate this design Into the overall holding design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" �. Is always required for stability and to prevent collapse with possible personal krkay and property damage. For general guidance regarding the • rabrlcation,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Btvd. Safety Information avalki le from Truss Plate Institute,218 N.leo Street,Salle 312.Nexa ncdrkr,VA 22314. Tampa.FL 33610 Job Truss Truss Type I Qty I Ply The Cumberland T8484230 9806T0 T20 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville.Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:44 2016 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-sRc4d 1 dgC9L 1 mtF W 6KZ85wO?3wLM_avdNfjuo?zOECX 5.9.911-7-1 5-9-9 i s-99 --I 4x5= Scale=1:22.4 2 7.00 FIr 7 6 a; 8 4, 5 oa 3 o .. . ....•:❖.•.•.❖.•.❖.•..❖..•...,.:.•_.:.:.:...:.:.:.❖.:..•.❖..❖.•..❖.❖.❖..•.....+..•.:...:.:...:.:.•.•.❖+..•.•..•.•.•.❖.•..❖.❖.❖.:.❖..•..:.:..❖.:.•..❖.• o 3x4 2x4 3x4 J 0-0.7 11-7-1 0-0-7 11-6-10 H— LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) ilia - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(TL) n/a - n/a 999 BCLL 0.0 • Rep Stress[nor YES WB 0.07 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:39 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=199/11-6-3,3=199/11-6-3,4=443/11-6-3 Max Horz 1=61(LC 11) Max Uplift 1=-35(LC 12),3=-35(LC 12),4=-24(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-4=-288/103 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=451t;L=24ft;eave=oft Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-6-8 to 3-6-8,Interior(1)3-6-8 to 5-9-9,Exterior(2)5-9-9 to 8-9-9 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. ,�t,��1 1 I I I l g/// 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. �� ER P /// NVI� G E IV S .�ti •• No 22839 biTAk \ 1� -O F •-.V/ • • •/,5,0 N A�E��s Walter P.Rnn PE No.22839 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 1 ► mil. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.IO/032015 BEFORE USE. Design valid for use only with Mi WWI)connectors.INs design Is based only upon parameters shown.and is for an Individual briding component,not a truss system.Ilelore use,the bullring designer hunt verify the appiic(rbEity of design pxrarneters and properly incorporate this design Into the overall building design. Bracing Indlcatod is to prevent txrckting of individual Inns web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and Inns systems.seeANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalkible from truss Plato institute,218 N.Lee Street,Suite 312,Alexandria,VA 7/314. Tampa.FL 33610 Job I Truss 'Truss Type Qty Ply The Cumberland I T8484231 9806T0 I T21 1 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:44 2016 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-SRc4dldgC9LlmtFW6KZ85wQOnwNL.bNdNfjuo?zOECX 4-4-6 8-8-13 I — 4-4-6 I 4-4-6 Scale=1:18.1 4x5= 2 7.00 12 7 6 . • 8 5 3 ati a a 4 2x4- 2x4 2x4 0- -7 4-4-6 8-8-13 I 0-0-7 4-3-15 4-4-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Verl(TL) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=160/8-7-15,3=160/8-7-15,4=292/8-7-15 Max Horz 1=-45(LC 10) Max Uplift 1=-33(LC 12),3=-33(LC 12),4=-1(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-6-8 to 3-6-8,Interior(1)3-6.8 to 4-4-6,Exterior(2)4-4-6 to 7-4-6 zone;C-C for members and forces&MW FRS 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)1,3,4. •%1111111//#4 �•`,Nr* `CENs••le • •• i • � • No 22839 13 TAT.I F e•• R Walter P.Finn PE No.22839 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 la 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 Imre 1(/03/2016 BEFORE USE. Design valid for use onfy with MITektTV conned:tors.tills design fs basecd orgy upon parametersshown,and Is for rn individual trialing comp one nt,rat I a truss system.Before use,the balding designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of IndMdual truss web and/or chord members only.Additional temporary and permanent bracing IMR** k always required for stability and to prevent collapse with possbie personal hilly properly da ay andmage. For general guidance regarding the fabrication.storage.delNery.erection and bracing of trusses and truss systems.seeANSt/TPI1 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Satiety Information available from Truss Plate Institute.218 N.Lee Street-Suite 312.Alexandria,VA 71314. Tampa.Fl. 33610 Job Truss Truss Type i Qty 1 Ply !The Cumberland 18484232 980610 T22 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:45 2016 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-KdASciNeIzTUuN 1 pig t 4Ne7zE4 KhJj2EmcJSRKRzOEC W 2.11.4 } 5-10-8 2-11-4 2-11-4 3x6= Scale=1:13.1 2 7.0012 w ofi i 3 i O a a 2x4 i 2x4 5-10.1 5-191-8 5-10-1 0-0-7 Plate Offsets(X,Y)-- [2:073-0,Edr e. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a - ri/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(TL) n/a - n/a 999 BCLL 0.0 ' 1 Rep Stress Incl YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 i Code FBC2014/TPI2007 Matrix-S Weight:17 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=192/5-9-10,3=192/5-9-10 Max Horz 1=-28(LC 10) Max Uplift 1=-21(LC 12),3=-21(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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.Opsf;h=25ft;B=45ft L=24ft;eave=oft;Cat. I1;Exp B;Encl.,GCp1=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS 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. `��1t111111// ,%0 \-c ER P. p. 10,% 0 i et i No 22839 * * - �• : TA F ' : . ......... •• ,'11LONA` essi"ifiiii Walter P.Finn PE No.22839 MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 El 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10ro3/2015 BEFORE USE. Design valid for use only with Mleka➢connectors.Ibis design is bused only upon parameters shown,<xxi Is for an Individual building component.not a truss system.Before use,the bulking designer must verify the applicability of(resign parameters and i xop erly incorporate this design Into the overall building design. bracing Indicated Is to prevent budding of Individual truss web and/or chord rnorntx,rs only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal inksy and property damage. for general guidance rega ing the f<Aricatkrn,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and(SCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from truss Plate Instiirte,218 N.Lee Street,Suite 312.Alexa ndnia,VA 22314. Tampa.FL 33610 Job !Truss Truss Type Qty 1 Ply The Cumberland T8484233 980670 T23 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:45 2016 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-KdASgNeIzT UuN 1 pig 14Ne7zFKKICj2EmcJSRKRzOECW 1-6-2 3-0-3 — — 1 1-6-2 1-6-2 3x6= Scale=1:7.1 7.00[12 2 3 1 Q \ :o 0 0 2x4 2x4 0.0.7 3-0-3 0-0-7 2-11-13 Plate Offsets(X,Y)-- [2:0-3-O,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=77/2-11-6,3=77/2-11-6 Max Horz 1=-11(LC 10) Max Uplift 1=-9(LC 12),3=-9(LC 12) FORCES. (Ib)-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=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;6=45ft;L=24ft;eave=4f1;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. ``,��1 11/$41 e�` .ER P. R lee .��♦♦♦♦NrP\' G E N F,• ,'• • • No 22839 *• ;• :* • S3 1,1 TA F 119'Z. • R. • �•�� .i.e/.2.O N Al- ,s``♦♦ Walter P.Ann PE No.22839 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 4 I V WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Ita Design valid for use only with Mlleke connectors.this design Is based only upon paaneters shown.and is for an Individual balding component,riot a truss system.Before use.the baulking designer must verily the applicability of design Fxxameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent budding of Individual truss wob and/or chord members only.Additional temporary and permanent bracing MIR** is always required for stability and to prevent collapse with possible personal Inlay and property damage. For general goldance regardklg the fabrication,storage,delivery,erection and bracing o1 trusses and tress systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Il Safely Information avolkrt le from truss Plate Institute,218 N.Lee Street.Suite 312,Alexondrla,VA 27314. Tampa,FL 33610 Job Truss Truss Type Oty Ply The Cumberland T8484234 9806T0 T24 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:46 2016 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-ogkg2jfwkmcl?BOvEIbcALW OXk5YSV4vgzC?tuzOECV 3.8.4i 5-0-4 i 6-4-4 1 7-5-13 7r8- 9.0.4 I 10-4-4 I 11-8-4 14-11-9 3-8-4 1-4-0 1-4-0 1.1.9 2- 1-4-0 1-4-0 1-4-0 3.3-6 4x5= Scale=1:25.0 5 6 7.00 FIF 4 3 7 18 r 17 p r 8 , 2 el 9 1,AAIIIIII 11.1 I MI A mo-ow. 3x4 16 15 14 13 12 11 10 3x4.� 0-11-6I 3-8-4 i 5-0-4 f __6=4-4 I 7-8-4_ 9-0-4 1 10-4-4 11-8-4 1 _ 14-11-9 _ 0-11-6 2-8-14 1-4-0 1-4-0 1-4-0 1-4.0 1-4-0 1-4-0 _ 3-3-6 LOADING(psi) SPACING- 2.0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress lncr YES WB 0.03 Horz(TL) 0.00 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:63 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 13-5-12. (lb)- Max Horz 1=73(LC 11) Max Uplift All uplift 100 lb or less at joint(s)12,11,10,16,15,14 Max Gray All reactions 250 lb or less at joint(s)1,9,12,11,10,13,16,15,14 FORCES. (Ib)-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=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-5-6 to 4-5-6,Interior(1)4-5-6 to 7-8-4,Exterior(2)7-8-4 to 10-8-4 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. II4)Gable requires continuous bottom chord bearing. S 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Itist trussbetwhas en the been otdtorrig herd for a live any load ofltembefs.on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,,,,,`�ER I t i P ,, 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)12,11,10,16,15, ,S`Q.� •..... . /4, e, iNo 22839 • • • s ...:.-0 t,1 i \ :cc: :9:l TA F :-44: ioS/oNA`��ON 4'tttt11111w Waiter P.Finn PE No.22839 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. 111111 Design valid for use only with MiteIrSS connectors.this design 5 based only upon['ammeters 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. trux:Ing Indicated Is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication.storage,delivery.erection and bracing of trusses and 6cussystems,seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute,218 N.Lee Street,Suite 312.Aloxandilo,VA 22314. Tempa,FL 33610 1 Job Truss Truss Type Qty Ply 1 The Cumberland T8484235 9806T0 T25 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:47 2016 Page 1 ID:yc?mdtwzXKngCphrms?OyazEeSX-GOI DF2IYV4kcdLz5oS7rjY2Vf8NdBxX33dxYPKzOECU 6-0-10 12-1-5 6-0-10 6-0-10 4x5= Scale=1:22.9 2 e, 7.00 52 6 6 3 v 1 r L r 2)4 II o ... . . :+:il : ::::+:!:!*:+:!.!.!.....+..1:+.!.!...!. .! .. ...2!...+.!.•.i a .:+...1a.1 ...+.!.!.!.!.!. . . .:.-.;.Q-.i.;.t.!.!.i.i.i:i:+. •o 3x4 i 4 3x4,� I 12-0-14 1211.5 12-0-14 0-0-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) Na - Na 999 MT20 244/190 TCDL 10.0 , Lumber DOL 1.25 BC 0.30 I Vert(TL) Na - Na 999 BCLL 0.0 ' 1 Rep Stress Incl YES WB 0.08 j Horz(TL) 0.00 3 Na Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:41 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=209/12-0-7,3=209/12-0-7,4=464/12-0-7 Max Horz 1=-64(LC 10) Max Uplift 1=-36(LC 12),3=-36(LC 12),4=-25(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-302/106 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=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-6-8 to 3-6-8,Interior(1)3-6-8 to 6-0-10,Exterior(2)6-0-10 to 9-0-10 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. „W I WI/I/, 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. %%O`, e P. F��, ,, • No 22839 �r :9• AYE. F 3 • •iii /0 0 N Aos i Os Walter P.Finn PE No.22839 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 l 0 WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-7473 rev.10/03/2015 BEFORE USE. Mt Design valid for use only with Milek&connectors.this design Is based only upon parameters shown and is for an Inc/II/Mud building component not a truss system.Before use,the ttildng designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bullring design. Bracing indicated Is to prevent buckling of IndNklual truss wet)and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,0S8-89 and BCSI Building Component 6904 Parke East 8Nd. Safely Information available from truss Plate institute,218 N.I en Street.Suite 312-Alexarndrkt,VA 71314. Tampa.FL 33610 Job I Truss Truss Type Qty I Ply I The Cumberland T8484236 9806T0 I T26 Valley 1 1 I I Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:47 2016 Page 1 ID:yc?mdtwzXKngCphrms?QyezEeSX-GOI DF2fYV4kcdLz5oS7rjY2Yi8Pl By033dxYPKzOEC U 4-7-89-3-0 I 4-7-8 -p 4-7-8 i Scale=1:18.9 4x5= 2 7.00112 7 6 B 5 3 SII� 1 O 4 2x4 -..-- 2x4 2x4 0-9-7 4-7.8 9-3-0 0-0-7 4-7-1 4-7-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) n/a - Na 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 lncr YES WB 0.05 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:31 lb FT=20% LUMBER- __- BRACING- TOP — -— - CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=155/9-2-2,3=155/9-2-2,4=344/9-2-2 Max Horz 1=-48(LC 10) Max Uplift 1=-27(LC 12),3=-27(LC 12),4=-18(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25t1;6=45ft;L=24f1;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.6-8 to 3-6-8,Interior(1)3-6-8 to 4-7-8,Exterior(2)4-7-8 to 7-7-8 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)1,3,4. 0".40111111% �s% �, �R P. F/l,, No 22839 F: o ) •CC: 1:13+t ISTA F 4: 0,/,° -�?C� • �� . Waiter P.Finn PE No.22839 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*411-7473 rev.10/03/2015 BEFORE USE. tit Design valid for use only with MITek?a connectors.this design Is based only upon parameters shown,and is for an ndivkdxrl building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of indMdual taus web and/or chord members only. Additional temporary and permanent tracing M iTe k Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and tnus systems.seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Brod. Solety Information avdiabie horn Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa.FL 33610 l 'Job Truss I Truss Type I Qty I Ply I The Cumberland T8484237 9806T0 I T27 I Valley 1 1 I I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:48 2016 Page 1 ID:yc?mdtwzXKngCphrms?OyazEeSX-kCsbTOgAGOsTEVYH LAe4FmblyXiuwPzC I Hh5xmzOECT 3-2-6 6-4-11 3-2-6 3-2-6 3x6= Scale=1:13.9 2 1 7.001. I 7 N11 .10‘..3 1 y 0 d 2x4-i 2x4 0 -7 6-4-11 0-0-7 6-4-5 Plate Offsets(X,Y)-- [2:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) Na - rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(TL) n/a - n/a 999 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-S Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=212/6-3-14,3=212/6-3-14 Max Horz 1=-31(LC 10) Max Uplift 1=-23(LC 12),3=-23(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45fC 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. ,,•%11111111/11�� ,ss, .\.�ER P. Fi.'.i �NV`P.•GEIV� .. + • . • • v\ SFS'• °' No 22839 *: :* - -p: TA1 Qr. :� FS Real•• 'i-i/t7 0 N A;tats Walter P.Finn PE No.22839 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 ita 0 WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/015 BEFORE USE. Design valid for use only with MllekS connectors.This design is based only upon parameters meters shown.and Is for an individual bolding component,not a truss system.Before use,the building designer must verily the c>pplicobilty of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent brot-InE, MiTek' Is always required for stability and to prevent collapse with possible personal Play and property damage. ror general guidance regarding th e fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/1PI1 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdktble from truss Plate Institute,218 N.lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 - --- Job Truss Truss Type Qty Ply The Cumberland T8484238; 9806T0 T28 Valley 1 1 � Job Reference(optional) i Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:48 2016 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-kCsbTOgAGOsTEVYHLAe4FmbmRXmUwPzCIHh5xmzOECT 1-9-3 I 3.6.7 19-3 1-9-3 3x6= Scale=1:7.9 2 I7.00 12 1 3 1 :',77 a a o 2x4 i 2x4 3.6.0 3-6(7 3-60 0.b-7 Plate Offsets(X,Y)-- [2:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) n/a - ri/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) n/a - rVa 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 Na n/a BCDL 10.0 L Code FBC2014/TPI2007 Matrix-S Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=98/3-5-9,3=98/3-5-9 Max Horz 1=-14(LC 10) Max Uplift 1=-11(LC 12),3=-11(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=lolmph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=4511;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS 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. ,,111111111///// �� l eR P p/4,ie ,�p'• GENS +,•i� ��, �'\ i� 01, No 22839 =::1 � •�CC IT •p • .i TAX If F :-1'1: 0•'iiSi�NALS.-- ss //////11In111 Walter P.Finn PE No.22839 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 1 mil. 0 WARNING-Verily 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 MITek1i connecters.INs design 8 based only upon parameters shown,and Is for an individual building component,not a truss system.Before too,the building designer roust verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing Mired( 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,sec/ANSI/Mil Quality Criteria,DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from truss Plate institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply The Cumberland 1 T8484239 9806T0 T29 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:49 2016 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-COQzgkhp0h_KSf7Uvt9Joz8VYx4ttgoMXxQfTCzOECS 4-0-0 8-0-0 I4-0-0 I 4-0-0 I Scale=1:39.8 4x5= 7.00 NY 2 8 �.111111411191102x3.14 i l 2x4 11 7 10 3 1 i b ct ■ r ■ 6 11 5 124 2x4 I' 2x4 II 2x4 I I 8-0-0 I 8-0-0 ------ ---- ---- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (lac) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a - rVa 999 MT20 244/190 TCDL 10.0 1Lumber DOL 1.25 BC 0.20 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress'nor YES WB 0.16 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:44 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 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=147/8-0-0,4=147/8-0-0,5=322/8-0-0 Max Horz 6=-45(LC 10) Max Uplift 6=-38(LC 12),4=-38(LC 12) Max Gray 6=174(LC 18),4=174(LC 17),5=417(LC 19) 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=5.0ps1;BCDL=5.Opsf;h=25ft;B=45ft L=2411;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 4-0-0,Exterior(2)4-0-0 10 7-0-0 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 ,,,‘‘11(1111/111 ,, will fit between the bottom chord and any other members,with BCDL=10.0psf. ,•� -c ER P R/� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,4. �%%�P`.•........ GEN. • �Ii'� ,% •••�\ •S4 ',♦ No 22839 . yt •* • tt �'0� •ccs Ole. TAi F / i Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 t, t 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/0312015 BEFORE USE. 1411 Design valid for use only with Mlleir®connectors.This design is based only upon parameters shown,and is for an Individual balding component,not a truss system.Before use.the bilking designer must verify the applicability of design pxxaneters and properly incorporate this design Into the overall balding design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only. Addtbnol temporary and permanent tracing MiTek• Is always required for stability and to prevent collapse with possible personal i nksy and property damage. For general guidance regarding the East Bird.vc: labdcatlon.storage,delivery,erection and bracing of trusses aid truss systems.seeANSI/1P11 Quality Criteria,DSB 6904 Parke -89 and BCSI Building Component 6a Safety Information aWw horn truss Plate Institute.218 N.tee Street.Suite 312,Alexandria.VA 22314. rrya33610 Job Truss Truss Type 'Qty I Ply The Cumberland i T8484240] 980670 T30 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:49 2016 Page 1 1 D:yc?mdtwzXKngCphrm5?QyazEeSX-COQzgkhp0h_Ksf7Uvt9Joz8vbx5ifrTMXxQfTCzOECS 4-0-0 8-0-0 4-0-0 I 4-0-0 { Scale=1:34.7 4x5=- 7.00 7.00(12 2 8 � 9 10 2x4 II 2x4 II7111 3 Y C. cb 6 5 42x4 it 2x4 I 2x4 i 8-0-0I 8-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid 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 0.14 Vert(TL) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 4 n/a n/a i BCDL 10.0 Code FBC2014/TPI2007 Matrix-S _ _ _I Weight:41 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 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=151/8-0-0,4=151/8-0-0,5=314/8-0-0 Max Horz 6=-45(LC 10) • Max Uplift 6=-39(LC 12),4=-39(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=25th B=4511;L=24ft;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 4-0-0,Exterior(2)4-0-0 to 7-0-0 zone;C-C for members and forces&MW FRS 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 chord and any her 6)Provide echanicale bottom con ection(by others)1of truss members. bearing plate capable of withstanding 100 lb uplift at joint(s)6,4. ,,%0 1E.R 'P I pl Ij1' `•� • V F • 'moi No 22839 yt; :ir 1.1 TA� F :kJ , .11 ii °I0NA1- �•s• Walter P.Finn PE No.22839 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 4 Q WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Md-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek0 connec tors.ids design is taxed only upon rxxdrleters shown.and Is tor an Individual building component,not N. a tnas system.Before use,the building designer must verily tire ors 4icat Iity of design parameters and properly Incorporate this design Into the overall butdng design. Bracing indicated Is to prevent budding of IndMdu l truss web and/or chord members only. Additional temporary and permanont bracing MiTek Is always required for stability and to prevent collapse with possible personal May and property damage. For general guidance regarding the 6904 Parke East Blvd.tabk:atlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria.DSB-89 and BCSI Building Component Safety Information avdiable from Taus Plate Institute,218 N.Lee Street,Salle 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply The Cumberland T84842411 9806T0 T31 I Valley 1 1 Job Reference(optional) 1 Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:50 2016 Page 1 I D:yc?mdtwzXKngC phrm5?QyazE eSX-gbzLt4i Rn?6 B U pigTagYLBg4OLRy0I GV I bACOf zOEC R 4-0-0 8-0-0 I40.0 I 4-0-0 - - Scale=1:29.2 4x5= 2 7.00 12 8 CM 9 10 2x4 II 2x4 11 7 3 lei NI 14 N n (V i A 6 5 4 2x4 11 2X4 I I 2x4 1 8-0-0 --------- 8-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(TL) n/a - rVa 999 BCLL 0.0 • Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 4 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S _ Weight:37 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 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=158/8-0-0,4=158/8-0-0,5=301/8-0-0 Max Horz 6=-45(LC 10) Max Uplift 6=-41(LC 12),4=-41(LC 12) FORCES. (Ib)-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=5.0psl;BCDL=5.Opsf;h=25ft B=45ft;L=24f1;eave=oft;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 4.0-0,Exterior(2)4-0-0 to 7-0-0 zone;C-C for members and forces&MW FRS 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. ,,ttottlII(Iii/i�� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,4. ,,`� �-�eR P Fi tj,, %• ``P•'GEN i . 4/ . No 22839 'fl r(i )e • _ : • :�' TA F : *.'1 ,s,ONAI.E;:.ss Walter P.Rnn PE No.22839 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 1 0 WARNING•Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. idt r Design valid for use only with Mnok®connectors.this design is based only upon parameters shown,and is for an i ndMdual building component,not a truss system.Belore use,the building designer must verify the applicability of design Fxrameters and properly Incorporate this design into the overall briding design. Placing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addtlonal temporary and permanent bracing MiTek* j is always required for stability and to prevent collapse with possible personal 9 3ray and property damage. For general guidance regardng the SII fabxicatkn.storage.delivery,erection and bracing of trusses and truss systems,seeANSt/lPtl Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Eas18Nd. Safety Information avaltabxe from truss Plate institute,218 N.toe Street,Suite 312,Alexandria,VA 22314. Tamp e,FL 33610 { Job Truss Truss Type Qty Ply I The Cumberland T8484242 980670 732 Valley 11 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 S Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:51 2016 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-9nXj5Qj3YJ E25yHs 1 I BntODFDImA7mzf_FvmY5zOECQ 4.0.0I 8-0-0 • 4-0-0 4-0-0 4x5= Scale=1:25.2 2 7.00;12r 8 9 10 2x4 I I ., 2x4 I I 7 3 1 il 1111 w 2x4 I 2x4 5 42x4 II 8-0-0 -I 8-0-0 - - ------ LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) n/a - Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 1 BC 0.14 Vert(TL) Na Na 999 BCLL 0.0 Rep Stress Inca YES WB 0.05 Horz(TL) 0.00 4 Na n/a BCDL 10.0 Code FBC2014/TPI2007 I Matrix-S _ Weight:33 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=172/8-0-0,4=172/8.0-0,5=272/8-0-0 Max Horz 6=-45(LC 10) Max Uplift 6=-44(LC 12),4=-44(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;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25tt;B=45ft;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 4-0-0,Exterior(2)4-0-0 to 7-0-0 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 lit between the bottom chord and any other members. ,,�.01111111f/i. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,4. ,%0 �-�ER P pi'e,� ss • •••••EM• . ti• ' No 22839 . * * • :-53 TA . F : '9� % �` •• R% • '.\ ,, 0, • ''ss�4NAL��;•s• Walter P.Ann PE No.22839 Mitek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/67473 rev-10/03/2016 BEFORE USE. mg Design valid for use only with Milekt9 connectors.this design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the bulling designer roust verify the applicability of design rxzameters and properly Incorporate this design into the overall txhiding design. Bracing Indicated is to prevent buckling of IndMdua9 truss web and/or chord members only. Additional tempoxay and permanent bracing Milt*" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1Pl l Quality Crteria,DSB-89 and SCSI Building Component Safely Information available from Inas Plate Institute,218 N.Labe Street-Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job I Truss j Truss Type Qty Ply The Cumberland T8484243 9806T0 T33 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:51 2016 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-9nXj5Qj3YJE25yHs 1 I BntODDblmm7m3f_-FvmY5zOECQ 4-0-0 8-0-0 iI 4-0-0 i 4-0-0 4x5= Scale=1:19.8 2 7.00 ff -, 7 6 8 5 3 1 11kd O 4 2x4 = 2x4 1 2x4 — I— 800 H 8-0-0 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (roc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 ' Vert(LL) n/a - rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) n/a - rVa 999 BCLL 0.0 • Rep Stress ncr YES WB 0.04 Horz(TL) 0.00 3 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=170/8-0-0,3=170/8-0-0,4=299/8-0-0 Max Horz 1=-50(LC 10) Max Uplift 1=-36(LC 12),3_36(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0-0 to 7-0-0 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 tit 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 t i ,, � R �, ,` � ,, s, P• •�� ' � •GEN • , 'e i No 22839 • TAl .2rI F :�4,4 4 Wafter P.Ann PE No.22839 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 1 / o WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII.7473 rev.1eV3/2015 BEFORE USE. I Mill' Design valid tor use only with Mlk:k<.connectors.!his design is based only upon parameters shown.and is for an individual building component.not a truss system.Before use.the bidding designer must verify the applico ility of design p cx meters(aid properly Incorporate Oils design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Adational temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Inks,/and property damage. For general guidance regarding the fabrication.storage.delIvery,erection and bracing of trusses and truss systems.seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Compon•nl 6904 Parke East Blvd. Solely Information avalable from truss Nate Institute.218 N.Lee Street,Suite 312.Alexa ndrkt.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty I Ply I The Cumberland T8484244 9806T0 T34 Valley '1 1 Job Reference(optional) I Building Component Supply, Jacksonville,FI 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:52 2016 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-dz561mjhJcMvj6s3a7i0QclOa97BsDW oDvfJ4XzOECP 3.5-56.10.9 - 1 3.5-5 I 3-5-5 4x5= Scale=1:15.1 2 i I 7.00 NI 3 a t OO \ b 0 0 4 2x4 i 2x4 11 2x4 '..- 0-0-7 3-5-5 { 6-10-9 0-0-7 3-4-14 3-5-5 — LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weft lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) rUa - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) rt/a - n/a 999 BCLL 0.0 ' Rep Stress'nor YES WB 0.03 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 • REACTIONS. (lb/size) 1=121/6-9-11,3=121/6-9-11,4=221/6-9-11 Max Horz 1=34(LC 11) Max Uplift 1=-25(LC 12),3=-25(LC 12),4.1(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS 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. .‘0♦` %11111///_ ♦♦♦ '(ER P. F�0ei i No 22839 Ar \* � . TAY,1.O . 1/4%1/49...t...t:"; :`. ei 01 Walter P.Finn PE No.22839 MtTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 1 0 WARNING-Verify design parameter*and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.101032015 BEFORE USE. =. lot Design valid for use only with MlekS connectors.This design Is txaed only upon parameters shown,and is for an Individual building component,not 1 a truss system.Before use,the bulking designer roust verity the applicability of design parameters and properly Incorporate this design kilo the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal miry and properly damage. For general guidance regarding the fabrIcatkn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Quality Criteria,DSB-89 and SCSI Belding Component 6904 Parke East Btvd. Safety Information makable from less Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 72314. Tampa,FL 33610 Job Truss Truss Type r Qty Ply The Cumberland T8484245 980610 T35 Valley 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:52 2016 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-dz561mj hJcMvj653a?iOOcISG97vsDyoDvfJ4XzOECP 2-0-2 4-0-5 2-0-2 2-0-2 3x6= Scale=1:8.6 2 7.00112 3 1 1 #. Aillikh.. a i oro • e.iii.•❖ • . • ❖........:.i i.•.• • ............. i. 2x4 i 2x4 3-11-14 4.0,5 I 3-11-14 04-7 Plate Offsets(X,Y)-- [2:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a - rlla 999 i MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) n/a - n/a 999 • BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a • BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=118/3.11-7,3=118/3-11-7 Max Horz 1=-17(LC 10) Max Uplift 1=-13(LC 12),3=-13(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp 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. `,111111111111,' leR P. i No 22839 : * �.* f t� ,''SS�0 N A`�?.`s• • �•1►111 nitjs' Walter P.Ann PE No.22839 MITek USA,Inc.R-Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 It i I mi Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.1W03/2015 BEFORE USE. Design valid for use only with MITeiC>connectors.this design is based only upon parameters shown.and Is for an individual building cornpone nt not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of InciNkdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possi le personal Injury and properly damage. for general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plato institute,218 N.Lee Street Suite 312,Nexandrla,VA 72314. Tampa.FL 33610 Job Truss Truss Type Qty Ply The Cumberland T8484246 9806T0 T36 Valley 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:53 2016 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-5AtUW 6kJ4wUmLGRF8j DFypIZMYRW bbyxRZOsc_zOECO 4.0.0 8-0-0 4-0-0 4-0-0 Scale=1:50.7 4x5 7.00 12 2 9 10 8 �� 2x4 I 2x4 I 7 3 1 ..... co ' 1 i: „, ri.! ,pir...oe.wm. , 62x4 I 2x4 15 4 8.0.0 I8,0.0 I • LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 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 Incr YES WB 0.27 Horz(TL) 0.00 4 rl/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:52 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=143/8-0-0,4=143/8-0-0,5=331/8-0-0 Max Horz 6=-45(LC 10) Max Uplift 6=-37(LC 12),4=-37(LC 12) Max Gray 6=186(LC 18),4=186(LC 17),5=430(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp 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 4.0-0,Exterior(2)4-0-0 to 7-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)will This between the bottoms chord and ned for a live load of 20.0psf on the any other members,with BCttom chord in DL 10.0psf.all areas where a rectangle 3-6-0 tall by 2-0-0 wide `��../ER 'P.,pflit 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,4. ��0,�P��• Ci E N F/4/, :` ••v 4 • • • No 22839 *: :* - I.O'B'I TA F '¢: • • X11/`'/ONA.,1:1111„ ��s% Walter P.Finn PE No.22839 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10103/2016 BEFORE USE. �l Design valid for use only with Mllek®connectors.This design is based only upon rxxarneters shown,and Is for an i flvkival building component,not a truss system.Before use,the building designer must verify the applicability of design pcscxnoters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Addlbrxal temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal h)ray and properly damage. For general gukiance regarding the 6904 Parke East Blvd.fabr cation..storage,delivery,erection and bracing of trusses and truss systems,soeANSI/TPI1 Quality Criteria.DSB-89 and BCSI Building Component Safety Information available from Inas Plate institute.218 N.lee Street Suite 312-Alexandria,VA 72314. Tampa.FL 33610 Job Truss Truss Type Qty j Ply The Cumberland j T8484247 9806T0 T37 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:54 2016 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-ZMDSISIxrEcdyQORiQI UV 1 rkkynmK375gD8Q9Qz0ECN 4.0.0 8-0-0 4-0-0 f 4-0-0 Scale=1:45.6 4x5 7.00 12 2 9 8Illiiii 2x4 2x4 11 0;7 103 i i .. i d 4 i 62x4 2x4 15 4 8-0.0 I H 8-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP • TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) n/a - Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Verl(TL) Na - Na 999 BCLL 0.0 * Rep Stress Incr YES WB 0.21 Horz(TL) 0.00 4 Na Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:49 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=144/8-0-0,4=144/8-0-0,5=328/8-0-0 Max Horz 6=45(LC 11) Max Uplift 6=-37(LC 12),4.37(LC 12) Max Gray 6=185(LC 18),4=185(LC 17),5=425(LC 19) 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.Opst BCDL=5.Opsf;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 4.0.0,Exterior(2)4-0-0 to 7-0-0 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)will fls truss has been it between the bottom chord hord andned for a live load of 20.0psf on any other members,witle bottom h BCDL 0�psf.rd in ail areas where a rectangle 3-6-0 tall by 2-0-0 wide ,`%%-'01111111/11.RP L li 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,4. `,,,�1�\��G E N•F/4/ ♦♦ No 22839 ..-..-53%; TA Q F 0•t- l". ♦ :4 ♦ei1,1110.... , '—..7•0% Walter P.Finn PE No.22839 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 4 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. Design valid la use only with MilekS connectors.this design Is based only upon parameters shown.and Is for on individual balking component,not a truss system.Before use,the bulling designer must verity the applicability of design parameters and properly incorporate this design Into the overall balking design. ('acindividualindividualindicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent tracing MEI*** Is always teclu ked 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 tmrsses and truss systems,se0ANSI/1PI1 Quality Criteria,DSB-89 and BCSI Buedk%g Component 6904 Parke East Blvd. Safety Information available from lass Plate Institute,218 N.Lee Street,Stlto 312,Alexandria,VA 71314. Tampa.FL 33610 Job Truss Truss Type Qty Ply The Cumberland T8484248 9806T0 T38 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:54 2016 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-ZMDsjSbtrEcdyQORiQIUV 1 rlHynnK4w5gD8Q9QzOECN 4-0-0 8.0-0______ 4-0-0 I 4.0-0 _1 Scale=1:40.5 i 4x5- 7.00 FIT 2 A 9 2x4 II 2x4 117°7 10 3 ii: • 6 5 4 2x4 II 2x4 II 2x4 I 8-0-0 I8 0-0 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(TL) rVa - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(TL) 0.00 4 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 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=147/8-0-0,4=147/8-0-0,5=323/8-0-0 Max Horz 6=-45(LC 10) Max Uplift 6=-38(LC 12),4=38(LC 12) Max Gray 6=184(LC 18),4=184(LC 17),5=419(LC 19) 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.Opsh BCDL=5.0psf;h=25f1;B=45ft;L=24ft;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 4-0-0,Exterior(2)4-0-0 to 7-0-0 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)* fls truss has been it between the bottom chord hord andned for a live any other members,ad of 20.0psf wit ebottom tDL 10.Opsf.all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,0%. ER SP I i-14 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,4. %'` VI,�� . F/4 raj :.` .��G E N SF•.ti.‘e• No 22839 _1.' * •:* - • r‘ * = .131.. (TAX F ,: ii,ON At-Eta.`. Walter P.Finn PE No.22839 MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: NApril 22,2016 , 0 WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nul Design valki for use only with MIlekk connecters. s design Is based only upon parameters shown,and Is for an i divkitial building component.not buildingiiIi a truss system.Before use,the desk mer must verify the applicability of design parametersproperly and properly kicorpcxate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and properly damage. t or general guidance regarding the fabrication,storage,storage,delivery,erection and bracing of tresses and truss systems.seeANSI/TPI l Quality CrIteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalloble from Truss Plate Institute,218 N.leo Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 —� Job I Truss Truss Type Qty I Ply The Cumberland T8484249 9806T0 T39 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:55 2016 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-1 YnExornZcXkTaaadG8Gj 1 E Nw4M8f3YsEvttzhszOECM 4-0-0 8-0-0 I — 4-0-0 —f 4-0-0 I Scale=1:35.4 4x5= 7.00 Fir 2 8 r 9 10 24 I i 2x4 II 7 3 " i r cS r ■ r 6 11 5 12 42x4 II 2x4I 2x411 8-0-0_ 8-0-0 I LOADING (psi) SPACING- 2-0-0 I CSI. DEFL. in (lac) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) rUa - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 1 Matrix-S Weight:41 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 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=151/8-0-0,4=151/8-0-0,5=315/8-0-0 Max Horz 6=-45(LC 10) Max Uplift 6=-39(LC 12),4=-39(LC 12) Max Gray 6=151(LC 1),4=151(LC 1),5=389(LC 19) FORCES. (Ib)-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.Ops1;BCDL=5.0psf;h=25ft;B=45th L=24th 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 4-0-0,Exterior(2)4.0.0 to 7-0-0 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 ,,`��11111111j1j1 will fit between the bottom chord and any other members,with BCDL=10.Opsf. .• ER P 1j 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,4. ,♦♦�Pk...........E N �i444 , No 22839 * i _ I TA� F :•4/. 0SjL�• �� s �•1 110NA1111111111" Walter P.Finn PE No.22839 Wok USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 t I f0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 nv.10/03/2016 BEFORE USE. ' Design o designlh Milekt,connectors.Iris only ls building and is tor an Individud component. system.Belouse,the building designer must verily the applicability upon design n rxxamxxameters yraxproperly Incorporate this sigo the overall building design. Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only.Additional temporary and permanent tracing Milek' is always required to stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the ldxk:ation,storage,delivery,erection and bracing of trusses and truss systems,sooANSI/lP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Imes Plate Institute.218 N.lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply The Cumberland T8484250 9806T0 T40 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:55 2016 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-1 YnExomZcXkTaaadG8Gj t E Nw7M873YQEvttzhszOECM 4-0-0 8-0-0 4-0-0 4-0-0 Scale=1:29.9 4x5= 7.00 fir 2 e �� 2x4 110078 I 7 10 2x4 II 1 an ro � M N N 6 5 4 2x4 1 2x4 II 2x4 II 8-0-0 8-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/detl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Ver1(TL) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 4 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:38 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=157/8-0-0,4=157/8-0-0,5=303/8-0-0 Max Horz 6=-45(LC 10) Max Uplift 6=-41(LC 12),4=41(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45th;L=24th 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 4-0-0,Exterior(2)4-0-0 to 7-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 6)wi l fit between bottom chord and any her Prlovide mechanical connection(by others)hof truss members. bearing plate capable of withstanding100 lb uplift at joint(s)6,4. ,,��,0111111//4 eR rP,p,1,,� 9aP P % •• GEM• ..��i i No 22839 *: * • * = OS? TAY F • /0NA , osv ��rrrrnm�`` Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 � I Q WARNING.Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ME-7473 rev.10103/2015 BEFORE USE. mil. Design valid for use only with Mliekr;connectors.This design is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,thaw txdklln{7 designer must verify the appllcabllty of design rxxcxnelers and properly incorporate this design Into the overall binding design. Bracing indicated Is to prevent buckling of Individual buss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required to stablity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of MAWS and truss systems.seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avcilalle from Ines Plate Institute,218 N.Lee Street.Suite 312,Hexa oda.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply The Cumberland T8484251 9806T0 141 Valley I 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:56 2016 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-VI Lc87mCNrsKCk9gprnyaSw5xmULo08O8XdXDIzOECL 4-0-0 -4— — 8-0-0 4-0-0 4-0-0 455= Scale=1:25.9 2 7.00 112 8 pi 9 10 2x4 II 2x4 II 7 3 •' 1 P 41 .,Tw Y IIr 2x4 II 2x4 5 42x4 II 8-0-0 8-0-0 LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) f/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) n/a - rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) n/a - n/a 999 BCLL 0.0 " Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S I Weight:34 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=169/8-0-0,4=169/8-0-0,5=278/8-0-0 Max Horz 6=45(LC 11) Max Uplift 6=-43(LC 12),4.43(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=l30mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsh h=25ft;B=4511 L=24ft;eave=4it;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 4-0-0,Exterior(2)4-0-0 to 7-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 6)wi l fit between the bottom chord d any other bers. Prlovide mechanical connection(byothers)of truss tto bearinglate capable of withstanding100 lb uplift at joint(s)6,4. ,,��`��.R 'P,��1e P P P i O No 22839 �"�. 1k• . cr— :-33 t TAY F r, • '10/5/0 N A�%%Os% tt— Walter P.Finn PE No.22839 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 i 0 WARNING.Vitrify d.Nyn parameters and READ NOTES ON THIS AND INCLUDED MUSK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mltek8 connectors.fits desim Is based only upon parameters shown-and is for an individual building component,not , a truss system.Beforo use,the building designer must verify the applicability of design pananaters and properly incorporate this design into the overall building design. tdracing Indicated Is to prevent budding 01 individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with posslale personal inluay and properly damage. For general guidance regarding the MbrIcation,storage,delivery,erection and bracing of trusses end truss systems.seeANSI/1PI I Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. • Solely information available from truss Plate institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job !Truss Truss Type Qty I Ply The Cumberland j T8484252 9806T0 I T42 !Valley 1 1 I I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:57 2016 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-zxu?LTng89_BptkONZI B7fTE3ApAXTYXMBM4mIzOEC K 4.0.0 8-0-0 4-0-0 } 4-0-0 I 4x5= Scale=1:20.2 2 7.00 12 L 6 od 5 3 N 1 °° I.11111141111111111111118 ■ 7 $ o0 NI.• I ■ r- _ 6 ...:•:•:❖:;:::;:;:::;:❖:❖:•:•:❖:•:❖:•:•:•:•:❖:•:•:❖:•:•:•:::::::•:•:❖:•:•:.:;:;:':❖:;:;n.;::;:;:;.•:•:❖:•:;:;:;:;::•:•:•:•:•:❖:•:•:❖.•.❖:;:;: 4 3x5 2x4 3x5 f— - 4 0 0 I 8-0-0 4-0-0 4-0-0 Plate Offsets(X,Y)-- (1:0-2-8,0-0-31,13:0-2-8,0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. IDEFL. in (lac) 1/deal Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S I Weight:31 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=172/8-0-0,3=172/8-0-0,4=295/8-0-0 Max Horz 1=-53(LC 10) Max Uplift 1=-37(LC 12),3=-37(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsh h=251h B=45f1;L=24f1;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0.0 to 7-0-0 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. `1111111111/1/, 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 ,�� ER P. F#1 will fit between the bottom chord and any other members. %••_,I),\:••..•....••/4, se ♦ • .f 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. ♦ V \GENS' 'v e .: •• \e Fes.• i� i : No 22839 Z. ir; ;yt 1.� ▪ •: TA F ';'Z Y , • '////11111111111 Walter P.Finn PE No.22839 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 1 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE MIF7473 rev.10N312016 BEFORE USE 1 Design valid la ane arty with Mliek2 connectors.this design Is trued oNy upon parameters shown,arxi Is for an kxilvk]ual lxrlaltrng component.notmill• 1 a Buss system .Before use,the FxNdng designer rout verify the applicT lty of design parameters and properly Incorporate this design Mo tier;overall building design. Bracing InW^ated Is to prevent trickling of Indivkival truss web and/or chord members only.Additional temporary and permanent bracing MiTek- I is always required for stability and to prevent collapse with possUle personal injury and property damage. For general guidance regadng the fabrication.storage,delivery,erection and bracing of musses and Buss systems,seeANSI/1PI1 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safelyinformation available from Truss Plate Institute.218 N.lee Street rite 312.Neer andria,VA 29314. Tampa.FL 33610 1 Job Truss Truss Type Qty Ply The Cumberland T8484253 9806T0 T43 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:57 2016 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-zxu?LTng89_Bp1kONZIB7ITGyAgAXTkXMBM4mIzOECK 3-7-12 7-3-8 3-7-12 3-7-12 4x5= Scale=1:15.7 2 7.00 FE I i 3 1 O a 6 6 6 4 2x4 2x4 2x4 0- -7 3-7-12 7-3-8 047 3-7-5 3-7-12 LOADING(psi) SPACING- 2-0-0 CSI, DEFL. in (hoc) Udell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a - r1/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) n/a - rVa 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=130/7-2.10,3=130/7.2-10,4=237/7-2-10 Max Horz 1=-36(LC 10) Max Uplift 1=-27(LC 12),3=-27(LC 12),4=-1(LC 12) FORCES. (Ib)-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;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;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)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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. ,,‘11111 I1/wig' • S ••i • • No 22839 • � -0 ¢= 111 ITA F ;O:•• '•t�+l _ .1r te• • ♦ . ',.,�•S`ONAi� 0% Walter P.Finn PE No.22839 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 � I Q WARNING-VeNIy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.1tV03/20f5 BEFORE USE. Design valid for use only with Mileham connectors.TNs design h based only upon polar elers shown,and Is for at Individual building component,not a truss system.Before use.the building designer treat verify tlx:(311Ak:abitty of design pxxamokns and properly hc:ortxnate this design Into the overall balding design. Brachg indicated is to prevent buckling of indivkducl truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required to stability and to prevent collapse with possbie personal Inksy and property damage. lot general guidance regarding the fabrk:aikxt storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Btvd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Nexorxdrla,VA 22314. Tampa,FL 33610 Job 'Truss Truss Type Qty Ply The Cumberland T8484254 9806T0 T44 Valley 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 S Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:58 2016 Page 1 ID:yc?mdtwzXKngCphrms?QyazEeSX-R7SNZpoSvS62R1JCxGpQft?TbZ9oGwSgbr6dlBzOECJ 2-2-10 4-5-3 f — 2--2.10 I 2-2-10 I 3x6= Scale=1:9.2 2 7.00 FIT ....eilliiiiiih. .: ,Aiiiiii11111111166.... 3 1 I o 2x4 i 2x4 4-4-13 4-5-3 4-4-13 0-0-7 Plate Offsets(X,Y)- (2:0-3-O,Edo]-_ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 1 BC 0.14 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Ina YES i WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=134/4-4-6,3=134/4-4-6 Max Horz 1=20(LC11) Max Uplift 1=-15(LC 12),3=-15(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft B=4511;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS 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. ,`.1111111//I11j1 •``` 0..ER ..P. ./'iii No 22839 - �^\w >ft icrz 113° • TA F 1 1.Or' �. �1,,�-A ••�•14 R%••. CIS`, �''i/S10 N At�t;•`• Walter P.Finn PE No.22839 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 6 � ► im. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/1.7473 rev.10/03/2016 BEFORE USE. Design valid for use only with Mlrekb connectors.This design Is bused only upon Ixaanotors 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. Racing Indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the kabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPt I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information avcic tle from Truss Plate Institute,218 N.Lee Skeet,Suite 312 Nexardda VA 22314. Tampa.Ft. 33610 Job Truss Truss Type I Qty Ply The Cumberland T8484255 980610 T50 COMMON SUPPORTED GAB 2 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:58 2016 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-R7SNZpoSvS62R1JCxGpQft?S9ZBDGwigbr6dlBzOECJ I__--- 12-5-10 16-4-0 12-5-10 I 3-10-6 l 455= Scale=1:32.9 9 26 8 ..\ 10 A 5.00 Fri 25 7 i1 11 27 12 6 P r • 5 It ININ 4 V i 3 c 2 24 n ri m P • 1 ---- 1 u> 0 Ual UY � 9 QY a65.335 --.. ...A. .- - ------ .................. ....x. .-_. 3x4 23 22 21 20 19 18 17 16 15 14 13 5x6 I______ 16.4.0 I 16-4-0 Plate Offsets(X,Y)-- (22:0_3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) -0.00 22 Na n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:99 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:1-23,22-23. REACTIONS. All bearings 16-2-6. (Ib)- Max Horz 1=98(LC 12) Max Uplift All uplift 100 lb or less at joint(s)13,17,18,19,20,21,22,23,15,14 Max Gray All reactions 250 lb or less at joint(s)13,1,16,17,18,19,20,21,22,23,15,14 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0.7-3 to 3-7-3,Exterior(2)3-7-3 to 12-5-10,Corner(3)12-5-10 to 15-5-10 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. _toll 11111,,, 4)All plates are 2x4 MT20 unless otherwise indicated. `owl eR P. Ale,, 5)Gable requires continuous bottom chord bearing. % \. 6)Gable studs spaced at 1-4-0 oc. ,��V.• \*GENS;••.•4i♦e• 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦ •• V F •••• ♦. 8)*This truss has been,designed tar a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0-wide No 22839 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)13,17,18,19,20, : *• •• •� 21,22,23,15,14. * • -011 } ¢•r p ,, , TA F � • �v ♦''�•, N Aij11to Wafter P.Finn PE No.22839 MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 0 WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/0312016 BEFORE USE. Design valid for use only vAlh MIleira conrxeckrs.this design Is based only upon parameters shown,and Is for an Individual building component,not1111 I a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulling design. Bracing Indicated Is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal inksy and properly damage. for general guidance regarding the labricatkm.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Qualify Criteria.DSB-89 and SCSI Building Component 6904 Parke East BNd. Safety Information available from Truss Plate Institute,218 N.lee Street,Stile 312.Alexandda,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply The Cumberland 18484256 9806T0 T51 ROOF SPECIAL 15 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:59 2016 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-wK01m9p4gmEv3BuPVzKfC4YSozMA?IJggVrBqdzOECI 8.10.10I 12-5-10 I 16-4-0 8-10-10 3-7-0 3-10-6 Scale:3/8'=1' 6x8= 4 13 3x6 143x4 FIT 12 5.00g 3 il-i - .1 o 4x10 3x6 __ 2x4 11 F 5.3.10I 12-5-10 I 16-4-0 5-3-10 7-2-0 3-10-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.17 7-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.54 7-10 >356 180 BCLL 0.0 • Rep Stress Ina YES WB 0.34 Horz(TL) 0.14 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:91 lb FT=20% LUMBER- BRACING- TOP CHORD 2x8 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-10-3 oc purlins, 4-5:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=655/0-5-8,6=642/0-5-8 Max Horz 1=107(LC 12) Max Uplift 1=-50(LC 12),6=81(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1173/255,3-4=-587/141,4-5=-535/139,5.6=-646/175 BOT CHORD 2-7=-285/1152 WEBS 3-7=-837/233,4-7=0/331,5-7=-100/566 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsh BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 12-5-10,Exterior(2) 12-5-10 to 15-5-10 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. `�/111111/Hi 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `,`r,P.c ER P 41,, will fit between the bottom chord and any other members. ♦ 0, •• /� ,, 5)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ,�� .•14.•'\Q E N S•..•4 '• capacity of bearing surface. t .• V F . 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1.6.. : No 22839 *j * ,.- -J L* 1.Off• 1S TAT.EF 10 F ..:4"4,S iiiiiiiitio- Walter P.Ann PE No.22839 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 I r 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 14I1-7473 rev.10032015 BEFORE USE. Design valid for use only with MitokS convectors.Itis design Is based only upon parameters shown,and B for an kxiMNa al building component not a truss system.Before use,the building designer roust verity the applicablly of design parameters and property Incorporate this design Into the overall balding design. Bracing Indicated is to prevent buckling of IndNkfual truss web and/or chord members only.Additional temporary and permanent tracing Miaek• Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and inns systems.seOANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from'truss Plate institute,218 N.Lee Street,Suite 31'1,Alexandria,VA 22314. Tampa.FL 33610 Job I Truss Truss Type I Qty Ply The Cumberland I 18484257 9806T0 752 1 ROOF SPECIAL i 4 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:37:00 2016 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-OW a7_Vgi R4MmgLTb2hrukl5acNhgklGz29bkM4zOECH F 8-10-10 12-5-10 19-7-0 8-10-10 3-7-0 I 7-1-6 Scale=1:33.9 6x8= 4 1 5.00 12 3x6 13 14 3 15 44 3x4 5 A t} rit 2 12 co i Na 0 u> 1 8 7 Io `.03x8= 2x4 I � o 5x8 = 3x8 MT2OHS= 5-3.10 12.5.10I 19-7-0 5-3-10 7-2-0 7-1-6 Plate Offsets(X,Y)-- [2:0-6-7,Edge],[5:0-1-0,0-1-8],[7:0-2-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.19 7-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.63 7-11 >369 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.36 Horz(TL) 0.18 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:103 lb FT=20% LUMBER- BRACING- TOP CHORD 2x8 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-5:2x4 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) 1=785/0-5-8,6=771/0-5-8 Max Horz 1=68(LC 12) Max Uplift 1=-72(LC 12),6=-88(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-294/8,2-3=-1623/315,3-4=-1012/215,4-5=-1010/203,5-6=-720/189 BOT CHORD 2.7=-297/1584 WEBS 4-7=-16/550,3-7=-884/213,5-7=-75/752 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45tt;L=24ft eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 12-5-10,Exterior(2) 12-5-10 to 15-5-10 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,1111/11111111� 3)All plates are MT20 plates unless otherwise indicated. R��, 4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦♦w`t5--.�...... /,i ., V 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ♦♦ .• \C E N s 'v'•. 10 will fit between the bottom chord and any other members. `•♦ • \. F .• °ice 6)Bearing at.joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should verify No 22839 • capacity of bearing surtace. • • • 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,6. = *: • •• r\* i TAX F :IV Z. its^ Walter P.Ann PE No.22839 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 ims. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. D e dgn valid for use only with MllekJ connectors.this design Is based only upon parameters shown,and Is for an indivklual txeldhng component.not a truss system.Before use,the building designer must verify the awilcabllty of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual taus web and/or chord members only. Adaltonal temporary and permanent tracing MiTek' B always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regardIng the fabrication,storage,delivery.erection and bracing of trusses and truss systems,SeeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Sheet,Suite 312•Alexandria VA 22314. Tampa.FL 33610 - - j Job Truss (Truss Type Qty Ply I The Cumberland T8484258 9806T0 i T081 MONOPITCH 4 1 IJob Reference(optional) I Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:34 2016 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-8W01W cVOZ45SZLUbXDOohpOCFupoewz8461MSazOECh 7-4-8 14-5-8 21-10-0 i- 7-4-8 — I 7-1-0 7-4-8 2x4 I Scale=1:57.1 12 5.00 5 13 3x4 4 3x6 i 3 3x4 i � •. • 12 1 i adilligllIllIll.illihllIlk._ 111 , IMMEIN11111111.11111111. I, ca IrlAt K.: 11 10 9 8 14 •7 6 4x10 II 2x4 II 3x6 3x4= 2x4 I 2x4\\ I 7-4.8 I 14-5-8 I 21-0-0 21-10y3 7-4-8 7-1-0 6-6-8 0.10-0 Plate Offsets(X,Y)-- [11:0-3-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deil Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.14 8-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.37 8-10 >673 180 BCLL 0.0 * Rep Stress Ina YES WB 0.67 Horz(TL) 0.04 7 n/a n/a 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 4-0-10 oc puffins, 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. 1.11:2x6 SP No.2 WEBS 1 Row at midpt 5-6,4-7 REACTIONS. (lb/size) 11=826/0-5-8,7=890/0-5-8 Max Horz 11=258(LC 12) Max Uplift 11=-28(LC 12),7=-161(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1319/67,2-4=-751/9,1-11=-713/112 BOT CHORD 10-11=-282/1132,8-10=-282/1132,7-8=-133/626 WEBS 2-10=0/251,2-8=-566/169,4-8=0/489,4-7=-882/188 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=4511;L=24ft;eave=4tt;Cat. II;Exp 8;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 21-8-4 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. `111111111//g 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 ,�0% ER P P/iii, will fit between the bottom chord and any other members,with BCDL=10.0psf. ,%``PV •.... • 4. ,, 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11 except Qt=lb) ,•% V. '.0 E 1N S+.•. 4 •i, 7=161. . .. N: F •• .• • No 22839 . r\* ..,5„) 1- = Wafter R.Finn PE No.22839 Mffek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 mit A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.70W312e15 BEFORE USE. Design valid for use only with Weir®connectors.this design Is based only upon pcxcxneters shown,and is for an individual building component,riot ct truss system.Before use,the building designer must verify Iho applicability of design rxxaneters and properly Incorporate this design Into the overall T banding design. Brack,g indicated is to prevent budding of indNkdual Buss web and/or chord members only. Additional temporary and permanent bracing MR** k' Is always requked for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.setrANSI/TP11 Quality Criteria,DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Inlormaiton available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 21314. Tampa,FL 33610 1 Job Truss Truss Type Oty Ply 1 The Cumberland 9806T0 T082 JACK-CLOSED 3 1 T8484259 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:35 2016 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-diZgkyW 1 JODJAV3n5xv1 EOYNwl8QNKg1Jm1 v_OzOECg I 2-5-8 _ 7-5-0I 12-3-8 I 14-6-8 I 21-11-8 2-5-8 4-11-8 4-10-8 2-3-0 7-5-0 3x4 Scale=1:58.5 5.00 FW 7 8 19 3x4 i 3x6 i 2x4 II I � 5 I 4 II x4 as 3 3x5 18 2 fri 1 d ; 15 13 P_!•- T. h e 14 -o 17 16 4x5= 12 11 20 10 9 4x10 II 3x4 II 2x4 68= 2x4 II 3x8= 4x10= I 2-5-8 7-5-0 I 12-3-8 I 14-6-8 I 21-11-8 2-5-8 4-11-8 4-10-8 2-3-0 7-5-0 ' Plate Offsets(X,Y)-- [2:0.1-12,0-1-8],[7:0-1-12,0-1.8],[10:0-2-0,0-0-12],[11:0-1-12,0-1-8],[13:0.4-8,0-2-0],[15:0-3-4,0.1-8],[17:0-3-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.11 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.26 14-15 >996 180 BCLL 0.0 * Rep Stress Inc/ YES WB 0.77 Horz(TL) 0.10 10 rite n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:151 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.11-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 7-1-4 oc bracing. 1-17,2.16:2x6 SP No.2 WEBS 1 Row at midpt 7-10 REACTIONS. (lb/size) 17=857/0-5-8,10=868/Mechanical Max Horz 17=261(LC 12) Max Uplift 17=-34(LC 12),10.158(LC 12) Max Gram 17=857(LC 1),10=904(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-691/82,1-2=-1227/112,2-3=-1648/147,3-5=-1065/73,5-6=-966/92, 6.7=-823/125,7-10=-795/266 BOT CHORD 16-17=-365/1041,14-15=-693/1980,13-14.345/1497 WEBS 3-14=0/292,3-13=-674/166,6-11=-934/323,7-11=-254/1101,2-14=-488/352, 11-13.149/662,6-13=-161/666 NOTES- •,,.‘011111111/11/I 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24th eave=oft;Cat. 4•_`%t0•�ERP• F/4 lig II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 21-11-8 zone;C-C for ,tom V •.•'�G E/V S••. �/ •ice members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ♦ \. F '• 2)This truss has been designed for a 10.0 psi boftnm 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 No 22839 . will fit between the bottom chord and any other members,with BCDL=10.Opsf. *:• •: 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)17 except(it=lb) ' : I :¢r. 10=158. ^,i TA F • 1i 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Q!,•• o 0. Walter P.Finn PE No.228399i MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 4 1 I of 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2016 BEFORE USE. Design valid for use only with IvilekIS connectors.This design is based only upon pxxarneters shown,and Is for an kidMdual txrA<Ang component,not a truss system.8e1ore use,the building designer roust vedfy the app4icabilty of design parameters and properly Incorpxxate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual teas web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of tnrsses and truss systems.seeANSI/IPI I Quality Criteria.DSB-89 and BCSI Building Component I 6904 Parke East Blvd. Safely information available from Truss Plate instiiuto,218 N.Lee Street.Suite 312,Alexandria.VA 22314. I Tampa,FL 33610 Job Truss Truss Type Qty Ply The Cumberland T8484260 9806T0 1083 MONOPITCH 4 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:35 2016 Page 1 ID:yc?mdlwzXKngCphrmS?QyazEeSX-diZgkyW 1JODJAV3n5xv1 EOYPQI9zNMWIJm1v_OzOECg I 2-5-8 I 7-4-8 _ 12-3-8_ 14-5-8 21-10-0 2-5-8 4-11-0 4-11-0 ' 2-2-0 7-4-8 ' Scale=1:59.5 5.00 DT 7 ,1 7.4tr- -8 I S 1ac'o - 13 :S.': •o 16 15 4x5= 11 10 19 9 8 4x10 H 2x4 dxa= 2x4 I 3x4 = 2x4 I I 5x8= are 2-5-8i 7-4-8 I 12-3-8 i 14.5.8 i 21-0-0 21-1010 2-5-8 4-11-0 4-11-0 2-2-0 6-6-8 0.10.0 Plate Offsets(x,Y)-- [2:0-1-12,0-1-8],[12:0-2-8,0-2-8],[14:0-3-4,0-1-8],(16:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lot) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.08 13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.23 13-14 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.66 Horz(TL) 0.10 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:146 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 7-2-6 oc bracing. 1-16,2-15:2x6 SP No.2 WEBS 1 Row at midpt 7-8,6-9 REACTIONS. (lb/size) 16=825/0-5-8,9=889/0-5-8 Max Horz 16=258(LC 12) Max Uplift 16=-29(LC 12),9=-162(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1178/101,2-3=-1567/130,3-5=-981/55,5-6=-874/70,1-16=-665/77 BOT CHORD 15-16=-355/999,9-10=-135/610,13-14=-676/1899,12-13=-330/1423 WEBS 3-13=0/292,3-12=-676/167,6-9=-858/190,2-13=-481/349,10-12=-129/610, 6-12=-152/651 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsl;h=25ft;B=45ft;L=241t;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 21-8-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `,/1111111/,,/ 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�� ER P A-�i,� 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 ,•`0.- •,......• /4 i� will fit between the bottom chord and any other members,with BCDL=10.Opsf. `�� V•• .C E N s.• ti ' 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)16 except(jt=lb) �. V F.'•. �i0 9=162 No 22839 • * 01:, TAX F .f.,$ri:: i, /p• E os ., ss ,,/1NA1114- Walter P.Ann PE No.22839 MrTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 I 0 WARNING•Verity design parameter*and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI!-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mteisconnec tors.this design is based only upon txarcxneters shown.and is kr<rr Individual building component.not11111 I a truss system.Bela*use,the building designer must verity the ctppllcabllty of design{xaomelors and property incorporate this design Into the overall bulking design. Bracing Indicated is to prevent buckling of InciNkival truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance terming the tatxicatbn,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPI t Quality Criteria.DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Inlormatton ovdlat le from truss Plate institute,218 N.lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job 'Truss Truss Type Qty Ply ; The Cumberland T8484261 9806T0 T091 Jack-Closed 5 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Apr 22 07:36:36 2016 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-5u72xIXf4i LAofd_eeQGmESeHid06sLRXQnT W TzOECt 2-5-85-11-8___I _ I 11-11-8 2-5-8 3-6-0 6-0-0 3x4 Scale=1:56.4 4 5 5.00 T2 i 2x4 II 13 3 3x4 12 3x4 i 2 1 m es6 _a- - -- to 11 10 14 6 3x8 2x4 II 3x4 = 2x4 H 2x4= 2-5-8 5-11-8 11-11-8 2-5-8 3-6-0 I 6-0-0 I LOADING (psf) I SPACING- 2-0-0 I CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.05 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.10 7-8 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.49 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 I Matrix-MS Weight:105 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 4-7 REACTIONS. (Ib/size) 11=462/0-3-8,7=473/Mechanical MaxHorz 11=141(LC12) Max Uplift 7=-140(LC 12) Max Gray 11=462(LC 1),7=517(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-437/17,2-3=-276/20,3-4=-333/102,4-7=-413/267 WEBS 1-10=0/341,3.8=-344/197,4-8=-236/423,9-10=-292/0,2-9=-268/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsh BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4fh Cal. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2.4 to 3-2-4,Interior(1)3-2-4 to 12-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,,111111111/ii. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. sos ,eR P. F Anl, 3)'This truss has been designed for a liveload of 20.0psf on the bottom chord all areas where a rectangle 3-6-0 tall by 2-0-0 wide `,%•%_‘‘)..V. ..ENd'•bt,i ,moi will fit between the bottom chord and anyother members,with BCDL=10.0psf. v 4)Refer to girder(s)for truss to truss connections. .` •• \, C' ••.• 10 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) No: 22839 7=140. • • 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. *:• : TAT F 1-41/ '11• `',�•N A`1�-N,, Walter P.Ann PE No.22839 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 •WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/0=015 BEFORE USE tit Design valid for use only with Milekr)connectors.INs design k based only upon pcx<xneters shown.and Is for cn IdMdual balding component.not a truss system.Before use,the padding designer must verify the(applicability lity of design parameters and properly Incorporate this design Into the overall balding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' k always required for stability and to prevent co licpse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of teases and truss systems.seoANSt/TPI I Quallly Criteria,DSB-89 and BCSI Building Component 6904 Parke East Brod. Safely Information available from truss Plate institute.218 N.Lee Street,Suite 312,Alox<xxlrkr VA 22314. Tampa,Ft.33610 '6'2 ).,?-1 co m r -, "O V/ cn oo (f) �� D -Q D O Q M. 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