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598 TIMBER BRIDGE LN - NEW HOME TRUSSES 0 .. 2,,._ .7, ,, . n BCS m n BUILDING COMPONENT SUPPLY, INC, 4627 JP HALL BLVD. SUITE 20B -- -- - -- --- --- --- -- GREEN COVE SPRINGS, FL 32043 _ 0: 904.297.9390 F: 904.529. 1 406 ]fin, N U N ,- a N"-- H N d d ---nO- 'O 1 m a'. m N �O n M N a - - ,- O lo O la I- O O 1 O I O I ° 1101 ° IIO 0 ooi ° ° 111 ° ° lo O m ' BEARING HEIGHTS I 8 8 8 8 8 8 8 1I 8 8 8 8 8 8 0 8 18 o I °o i S 8 rl oo—-8 -. $ 1 S $ o °o 1 °o S o° _ o S o° o" N N N 1 N N N N N N N N N N N N N N j 91_ /8 o0 I _ Q 91 0" 1 I 8 I 1 I s-oaoo r a�CEILING 1 1 1 OS 1 I 1 .051 75 1 ti 1 s r I I hl I 1 ° 1 1 1 1 1111 1 0 1 1 i' 30"A/G o I o II 1 ii it Recessed 9'-0" f ° 1 m N S 1 Area CEILING 1 Iry JUS24 = 14� 1 THIS IS A TRUSS PLACEMENT L __--J S USS 1 -I I T31 DIAGRAM ONLY. II G O o 0 0 0 o o o o --'-- T a a a a a a 1 These trusses are designed as 4 Ill m 1 m m ,.m m m 1 m 1 m m Joa I 9 0. pp _ individual building components to be 1 9 P 4-06-00 3-04-00 o. incorporated i 1 1 1 1 °' into the building design at 9 9 11 I 1 o f 1 1 r � the specification of the building ° �' — - designer.See design sheets .1 I J04 1 m 9 — 1 1 for each truss design identified on the 1 140&°° placement drawing.The building I 1 J04 -I designer is responsible for temporary j 1 and permanent bracing of the roof and - t_-T.1Ir floor system and for the overall I Io II 'm 1'I 0" ; I I m II N — structure.The design of the truss i °... II support structure including headers 1 PP 9 IL II O ING beams walls and columns is the I I' ■ I II u responsibility of the building designer. P tY 9 9 � I t II I � For general guidance regarding _ 9 9 9 9 , L _1 _ _- 1 II - __� ' E a 1 1 �' i '1iJO�ll bracing,consult Bracing of Wood Trusses"available from the Truss Plate III Institute, 583 D'Onifrio Drive; Madison, m 1 111 �� ,IJO WI 53179. 'i Im 1 Hi �IJO 10 0" 1111 8 11 ' 'q m ATTENTION. CEILING 11 ° ° 1 ° I12-0008 Refer to truss layout and engineering `–' j documents that arrive with delivered 0 0 -r-.o IIJO i o 1. �; 1 N N N 1 field 1 m e d trusses. 1 III Unless noted otherwise all beams are I I 1 11111 Jo �� �j by others. i N N N" I Y H H. H'1 I I III tiro CLIENT TOLL BROS 11-00 3-02-08 ---_---------- -- - SUBDIVISION ATLANTIC BEACH Truss Connector Total List Manuf Product Qty MODEL ANASTASIA USP JUS24 3 ELEVATION COASTAL DRAWN BY LOT # DOUG HILL DATE LAYOUT 170 02/29/2016 TS REF# 9315 OFFICE COPY : 308-00 79-11-00 a n d c S b A H d d n o m In r m v m m m m m m m m m G m g m m m._ m � _... O � o o O o o O lo 0 0 ''. o 0 0 0 0 : o o ' o 0 0 o o 0 0 o ? 0 0 O 0 0 19 8 o 0 0 8 o "' 8 1. o o III o o 0 0 0 0 0 � I. 8� 8 8 8 �8 8 8 I. 8 �. 8 -• 8 8 I'. 8j 8 8 O 0 8-'� 8 ,... 81 60 00 N N N N N N N N N N N N N N N N I.:. N N N I . N N N 1 I I L 9'0" I I I ' I C E(LING I m I I1 1 c 1 o I I 1 I s 1 11 1 I a I 1 II 1 n a !t 11'1 N . I I M II I _._..: I. il 11 I II ;o II N O 1 O n 1 I 10 N, , a TRAY ! m co +m m m 1m CEILING ¢ — — -- H o n0 no ao Io h0 d0 a0 ,,O A. n0 d0 h0 p0 GO o Gm m CO m m :;m CO m m m m m 1 m m CO um II 11 11 1!! 11 I I 1 1 I II I r L J05 11 11 1 J05 1 I J05 5-OG00 1 o I o 11 of 1 I m 1 10'-0" 10'IIp Jos CEILING CEILING 1 —Jos 1 11 z-o o0 o- I I JO5A 1 1 1 1 1 . 1 _ T28 1 I , 2-00-001 N T lo IO', 1 -- -A- III.___.-_.. _. — _ 18-02-00 81 FIRST FLOOR SCALE: N • mom Lumber design values are in accordance with ANSI/IP' 1 section 6.3 These truss designs rely on lumber values established by others. M lie k MiTek USA, Inc. RE: 9315TO - 6904 Parke East Blvd. Tampa,FL 33610-4115 Site Information: Customer Info: toll Brothers Project Name: Model: TTAANnTarctabsciaH Subdivision: a Lot/Block: 170 Address: 598 Timber Bridge Lane State: fl Lou Pontigo & Associates, Inc. OFFICE COPY • Consulting Structural Engineers g410 EXCEPTION TAKEN 0 MAKE CORRECTIONS NOTED JECTED-SEE REMARKS 0 REV,SE&RESUBMIT %%low Is for the llmited ryr;-"n cf,.7!•.,.-Ack'n9 for conformance with the da'Agn th the coni`ic,st C -7.; -• oc^uncy of constructiof, 7:sr rrW;.:1(X111. 64;0; --111 other trodes ,-7:e,r,z4:4,1cAo...1 safety (Ica-.ha sole respc$r, of f.rie tt.)be ;tern ' ' whjoh the ■.:Cmilf only • • ona other changes area* loV44V4'01-A.: RE: 9315T0 - Site Information: Customer Info: toll Brothers Project Name: Model: The Anastasia Lot/Block: 170 Subdivision: aLANTIC bCH Address: 598 Timber Bridge Lane City: Jacksonville State: fl No. Seal# Truss Name l Date 35 1T8148208 T21 3/1/016 136 1T8148209 1T23 3/1/016 [37 _LT8148210 I T24 3/1/016 38 1T8148211 T25 3/1/016 18148212 T26 i 3/1/016 140 118148213 1T27 3/1/016 141 1T8148214 1T28 3/1/016 [42 T8148215 T29 3/1/016 43 T8148216 1T30 3/1/016 44 1T8148217 1-131 13/1/016 OFFICE COPY 2 of 2 jJob Truss Truss Type r ' Qty Ply ! 9315T0 GEB01 FLAT 1 1 T8148174' Job Reference(optional) Building Component Supply, Jacksonville,Fl 322561 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:48:29 2016 Page 1 I D:wP6NgGdLcAt2fCiv6FC PmozkYFr-4nROrcoPScDbl6twN7bxCEIZXb2UxnYeGYjONrzfFtW 3-1-11 6-1-9 9-1-8 12-1-7 i 15-1-5 18-3-0 3-1-11 2-11-15 ' 2-11-15 2-11-15 2-11-15 3-1-11 Scale=1:30.4 Special 2x4= 4x10= 2x4 !l 3x8= 5x6= 4x12= 2x4= 1 2 i5 3 4 5 16 6 7 I 1 1 °co 2 13 12 11 10 9 ' 14 2x4 I 5x10 MT2OHS= 2x4 4x12= 2x4 8 5x6= 3x8= 3-1-11 6-1-9 9-1-8 12-1-7 15-1-5 18-3-0 3-1-11 2-11-15 ' 2-11-15 I 2-11-15 2-11-15 I 3-1-11 Plate Offsets(X,Y)-- (5:0-3-0,0-3-0],(8:0-4-8,0-1-8],[12:0-4-4,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 59.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.37 11 >578 240 MT20 244/190 TCDL 0.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.47 11 >460 180 MT2OHS 187/143 BCLL 0.0 • I Rep Stress Inca NO WB 0.85 Horz(TL) 0.10 8 n/a n/a BCD[ 10.0 1 Code FBC2014/TPI2007 (Matrix-M) Weight:94 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-9 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 8-12:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 6-4-4 oc bracing. WEBS 2x4 SP No.3 ' MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 14=1680/0-3-8,8=1680/0-3-8 Max Uplift 14=-325(LC 8),8=325(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4709/898,3-4=-4738/907,4-5=-4767/909,5-6=-4796/918 BOT CHORD 13-14=-541/2806,12-13=-541/2806,11-12=-1134/5991,10-11=-1134/5991, 9-10=-542/2813,8-9=-542/2813 WEBS 2-14=-3101/598,2-12=-433/2175,3-12=-349/110,4-12=-1405/311,4-10=-1385/309, 5-10=-342/109,6-10=-451/2243,6-8=-3108/598 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=0.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 111111111/// II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-11,Interior(1)3-1-11 to 18-1-4 zone;C-C for ���111 p,S A. q ��ti� members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 � \v•. .... . 4e i, 2)Provide adequate drainage to prevent water ponding. 4.k- ••�G•E N. •• '1214,_ 3)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to ♦ •• "\. Cc••• / verify adequacy of top chord dead load. :• No 39380 �; 4)All plates are MT20 plates unless otherwise indicated. . - 5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. * _�i-.- 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide *- will fit between the bottom chord and any other members. ..-0 --`' • / 7)Bearing at joint(s)14,8 considers parallel to grain value using ANSI/-PI 1 angle to grain formula. Building designer should verify '• - T- E • - :,�/ capacity of bearing surface. i0;, � t K/ 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 325 lb uplift at joint 14 and 325 lb uplift ;'�`4 0 ,•(9.\%%% at joint 8. e Sl•••.0R\.•• (9\%% 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ∎��S f ON A1-�X"' • 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)882 lb down and 189 lb up at ////111111111111 9-1-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. Thomas A.Albani PE No.39380 LOAD CASE(S) Standard MiTek USA,Inc.FL Cert 6634 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 1 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. 1st Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building cornponent,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent txrckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M'Tek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the I fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss[late Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 i r 1 Job Truss Truss Type Qty Ply • T8148174 9315TO IGEB01 FLAT 1 1 I • Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:48:29 2016 Page 2 I D:wP6NgGdLcAt2fCiv6FC PmozkYFr-4n RQrcoPScDb 16fwN7bxCEIZXb2UxnYeGYjQNrzfFtW LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-7=-118,8-14=-20 Concentrated Loads(lb) Vert:4=-882 1 ■ Q WARNING-Verily 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 with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with posslte personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa.FL 33610 1 ;I Job I Truss jTruss Type Qty Ply T8148175 9315T0 GEB02 FLAT 1 1 IJob Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:48:30 2016 Page 1 ID:wP6NgGdLcAt2fCiv6FCPmozkYFr-Yzp3xo1 DwLSwGD6xr6AkRlmw?PVgEWoVCSzvlzfFtV 3-6-10 6-11-8 I 10-4-6 I 13-11-0 3-6-10 3-4-14 3-4-14 3-6-10 Scale=1:23.4 Special 4x10= 2x4 II 4x10= 2x4= 2x4= 1 11 12 2 3 4 13 14 5 I I – _ Is I e e o 1 o — ; o , _ _- 9 8 7 -' 10 2x4 II 4x10= 2x4 ! 6 4x6= 4x6= 3-6-10 6-11-8 10-4-6 13-11-0 3-6-10 3-4-14 { 3-4-14 I 3-6-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 59.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.19 8 >867 240 MT20 244/190 TCDL 0.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.24 8 >691 180 BCLL 0.0 * Rep Stress Incr NO WB 0.81 I Horz(TL) 0.06 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:71 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-1-10 oc bracing. I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=1381/0-3-8,6=1381/0-3-8 Max Uplift 10=-277(LC 8),6=-277(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3915/823,3-4=-3915/823 BOT CHORD 9-10=-528/2522,8-9=-528/2522,7-8=-528/2522,6-7=-528/2522 WEBS 2-10=-2708/566,2-8=-343/1536,3-8=-1244/317,4-8=-343/1536,4-6=-2708/566 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=0.Opsf;BCDL=5.0psf;h=251t;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 13-9-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. ��011111 il/,,� 3)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to ��‘ g A. 11l verify adequacy of top chord dead load. `N�0 .........A�8 I•,, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. s E N '9 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �,'�... \.�G `SF v/ :. will fit between the bottom chord and any other members. No 39380 • 6)Bearing at joint(s)10,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify : Job Truss I Truss Type Qty Ply T8148176 9315T0 GEB03 FLAT f1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:48:30 2016 Page 1 ID:wP6NgGdLcAt2fCiv6FCPmozkYFr-Yz_p3xo1 DwLSwGD6xr6AkRIp??SkgJUoVCSzvlzfFtV 2-10-12 5-7-12 8-4-12 11-3-8 2-10-12 2-9-0 2-9-0 2-10-12 Scale=1:18.9 Special 1 2x4—_ 2x10 = 2x4 H 4x10= 2x4= 3 4 5 f a f T—' I 1 ` el 1 i o 1 • ■ o 9 8 7 2x4 4x10= 2x4 10 3x6= 6 3x6= 2-10-12 5-7-12 8-4-12 11-3-8 2-10-12 2-9-0 2-9-0 2-10-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl lid PLATES GRIP TCLL 59.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.09 8 >999 240 MT20 244/190 TCDL 0.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.12 8 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.49 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:60 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-1-14 oc bracing. I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=1200/0-3-8,6=1200/0-3-8 Max Uplift 10=-241(LC 8),6=-241(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2833/659,3-4=-2833/659 BOT CHORD 9-10=-417/1792,8-9=-417/1792,7-8=-417/1792,6-7=-417/1792 WEBS 2-10=-2016/468,2-8=-300/1202,3-8=-1163/320,4-8=-300/1202,4-6=-2016/468 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=0.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 2-10-12,Interior(1)2-10-12 to 11-1-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. // 3)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to `,.0%.Pr, A. q ��t� verify adequacy of top chord dead load. `� `�r`• �e /� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,♦♦,,e`••\G•E N S'• "74, i� 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ♦ •' \. F�••, / • will fit between the bottom chord and any other members. : No 39380 •a._ 6)Bearing at joint(s)10,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. _ !" * ,�- ---r: 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 241 lb uplift at joint 10 and 241 lb uplift at joint 6. -O 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. i •• LL '� E - ,'rlv' 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)882 lb down and 240 lb up at '> '� -1— �" �(/ 5-7-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. „.._.4\ii �• , Q R ,• `�`♦♦• 1)DeDad CASE(S)Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ,��'SS'0 N A1-t�.•`,, Uniform Loads(plf) //11 t 111111�� Vert:1-5=-118,6-10=-20 Thomas A.Albani PE No.39380 Concentrated Loads(Ib) MITek USA,Inc.FL Cert 6634 Vert:3=-882 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 ■ lilt a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITeke connectors.This design Is based only upon parameters shown,and is for an individual butding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job (Truss Truss Type • 1 Qty Ply T8148177 9315T0 HJ02A Jack-Open Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:48:31 2016 Page 1 I D:wP6NgGdLcAt2fCiv6 FC PmozkYFr-19YBG Hpf DTJXQoJ UYd P HfrO9Pvl PtOxjsCXRkzfFtU 2-4-12 2-4-12 Scale=1:11.3 2 4.95',12 , 1 v 4 co rr, I i )jr�'r - - 5 3 3x6 t' 4 0-4-15 2-4-12 0-4-15 1-11-13 Plate Offsets(X,Y)-- 15:0-3-8,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.00 4 >999 180 I BCLL 0.0 * Rep Stress lncr NO WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) i Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-12 oc purlins, SOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=56/Mechanical,3=10/Mechanical,4=110/0-4-3 Max Horz 4=26(LC 12) Max Uplift 2=-26(LC 12),3=-12(LC 12),4=-16(LC 12) Max Gray 2=56(LC 1),3=30(LC 3),4=110(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft L=24ft eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;porch left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `,{�{{1{111.S.14:, 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 ,�� C, A 111 will fit between the bottom chord and any other members. %,%%\> � �B ", 4) Refer to girder(s)for truss to truss connections. ,�� � G E N '• '9�ii� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 26 lb uplift at joint 2,12 lb uplift at joint 3 ■ F•••• / •• and 16 lbupliffatjoint4. No 39380 • ' 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. •. _-. =.::ice -- T' �om, - •• 1,,,10NA %00 Thomas A.Alban)PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI!-7473 rev.10/03/2018 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarcing the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/1Pt1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bled. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 I Job i Truss 1 Truss Type I Qty Ply T8148178 931510 1HJ2 1Jack-Open Girder 1 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:48:31 2016 Page 1 I D:wP6NgGd LcAt2fCiv6FC PmozkYFr-19YBG Hpf_DTJXQoJUYdPHfrOkPvVPtOxjsCXRkzfFtU 2-9-3 2-9-3 Scale=1:11.7 2 4.95 12 I cr 1 rn a li 1 I I 1 ) ' t �JI _ 5 3 3x5 ! 4 ! 0-4-15 2-9-3 0-4-15 I 2-4-4 Plate Offsets(X,Y)-- [5:0-2-3,0-0-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 � TC 0.16 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 2=65/Mechanical,3=16/Mechanical,4=124/0-4-3 Max Horz 4=30(LC 12) Max Uplift 2=-29(LC 12),3=-14(LC 12),4=-22(LC 12) Max Gray 2=65(LC 1),3=38(LC 3),4=124(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;porch left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,III III I IDig/� 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 ,�� C, A. ��i will fit between the bottom chord and any other members. `N�o '. .•(e 1I°, 4)Refer to girder(s)for truss to truss connections. ♦ •E N '9 • 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 29 lb uplift at joint 2,14 lb uplift at joint 3 ?'•\.�G SF•••-v/ i•• and 22 lb uplift at joint 4. :• No 39380 •:._ • 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. -- • T, E 0 .:..-- .�s�rp-_ 0..+/ --'0.,. .e.�� f.�4. 11111 Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER'REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. �� Design valid for use only with MITekO connectors.this design is based only upon parameters shown,and is for an individual txrNding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing l MiTek. is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSl/1P11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 1 Tampa,FL 33610 4 [Job Truss I Truss Type Qty Ply T8148179 931510 J02 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:48:32 2016 Page 1 I D:wP6NgGdLcAt2fCiv6FCPmozkYFr-VM6ZUdq H IXbA9aNV2G8egsND NoGZBKe5yWx4_AzfFtT 2-0-0 2-0-0 Scale:1'=1' 2 7.00112 �! 1 �a,1— 1, 3 3x8 0-3-0 2-0-0 3-0 1 0 1-9-0 Plate Offsets(X,Y)-- [1:0-3-8,Edge] [ I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 6 >999 180 BCLL 0.0 • Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=50/Mechanical,3=29/Mechanical,1=80/0-3-8 Max Horz 1=33(LC 12) Max Uplift 2=-26(LC 12),3=-17(LC 12),1=-14(LC 12) Max Gray 2=50(LC 1),3=37(LC 3),1=80(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;porch left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 0-.•• S A' itt 4) Refer to girder(s)for truss to truss connections. `%.O�"..•• AZ 'a's •5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 26 lb uplift at joint 2,17 lb uplift at joint 3 •4% •\>% �G E N s'••,'9jL and 14 lb uplift at joint 1. ♦ �• Y� .• 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. No 39380 •• 813 E S0NA���C� S Thomas A.Alban'PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. l Design valid for use oNy with MiTek®connectors.This design is based only upon parameters shown,and is for an indMduat building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. @acing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ! MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 • • Job Truss Truss Type IOty Ply T8148180'I 9315TO J02A Jack-Open 5 1 i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:48:32 2016 Page 1 I D:wP6NgGd LcAt2fCiv6FCPmozkYFr-VM6Z Udq H IXbA9aNV2G8egsN DNoGZ8Ke5yW x4_AzfFtT 2-0-8 2-0-8 Scale:l•=1' 7.00 FIT 2 i I c_7 m v Id? — 1 a 1 ^I i .41 i 3 1 I '_ 3x8 I 0-3-0 2-0-8 0-3-0 1-9-8 Plate Offsets(X,Y)-- 11:0-3-8,Edge1 LOADING (psf) ! SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Lid I PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 6 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) I Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE I MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 I be installed during truss erection,in accordance with Stabilizer i Installation guide. , REACTIONS. (lb/size) 2=50/Mechanical,3=29/Mechanical,1=79/0-3-8 Max Horz 1=33(LC 12) Max Uplift 2=-26(LC 12),3=-17(LC 12),1=-14(LC 12) Max Gray 2=50(LC 1),3=36(LC 3),1=79(LC 1) FORCES. (lb)-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=45ft;L=24ft eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;porch left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,�'i' 111111/g1 will fit between the bottom chord and any other members. ,i r S A. .i /ie 4) Refer to girder(s)for truss to truss connections. `� .................. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 26 lb uplift at joint 2,17 lb uplift at joint 3 ��`V O•'�C,EN�+•• and 14 lb uplift at joint 1. ..V F••• , 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. NO 39380 •i • • A ▪ '" T• E • '~'' Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cart 6634 8904 Parke East Btvd.Tampa FL 33610 Date: March 1,2016 1 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ' a truss system.Before use.the building designer roust verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job 'Truss !Truss Type • Qty Ply 9315T0 J04 Jack-Open �4 I 1 T8148181 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:48:33 2016 Page 1 ID:wP6NgGdLcAt2fCiv6FCPmozkYFr-zYgxhzrvWrjl njyhczgtM4wJWCYptnuEBAhdWczfFtS 4-8-0 4-8-0 Scale=1:24.7 2 7.0012 r� 5 1`.1 m 2x4 11 q v 1 1m , it . 1. D y 4 3 3x4 4-8-0 4-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.03 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 1 Vert(TL) -0.05 3-4 >976 180 ■ BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.08 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-S) 1 Weight:17 Ib FT=20% I LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=178/0-5-8,2=127/Mechanical,3=52/Mechanical Max Horz 4=75(LC 12) Max Uplift 2=-69(LC 12) Max Gray 4=178(LC 1),2=130(LC 17),3=85(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp 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 4-7-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �,�(,1 tf l ll l t f i,, 4)Refer to girder(s)for truss to truss connections. ,r.� S A. �Ii 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 69 lb uplift at joint 2. `��O�P A�B �i�, 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and/z"gypsum ,���.r •' C E N S+'• '9jL i. sheetrock be applied directly to the bottom chord. •• V ,6;,..- . • No 39380 r. ....„-_-_,-/-ez .. ,.. .,... ...,,, . . 1-'6. E • -. .. .7,, • #.#,..,61,16:/.0"N—/ Al'��oss•Ns Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 4 ■ a 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 MiTekA connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of tnuses and truss systems,seeANSt/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East 81vd, Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 'Job 'Truss Truss Type pry Ply T8148182 9315TO J05 Jack-Open 17 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:48:33 2016 Page 1 I D:wP6NgGdLcAt2fCiv6FC PmozkYFr-zYgxhzrvW rj t njyhczgtM4wJgC W OtnuE BAhd W czf FtS 5-6-0 5-6-0 Scale=1:22.0 2 7.00 7 8 7 1 > 3 3x8 3- 5-6-0 3- 5-3-0 Plate Offsets(X,Y)-- (1:0-3-8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.10 3-6 >640 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(TL) -0.11 3-6 >571 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TPl2007 (Matrix-S) Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEDGE I MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=147/Mechanical,3=70/Mechanical,1=218/0-3-8 Max Horz 1=91(LC 12) Max Uplift 2=-73(LC 12),3=-37(LC 12),1=-46(LC 12) Max Gray 2=147(LC 1),3=100(LC 3),1=218(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp 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 5-5-4 zone;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,`,�{{{11 t t t����, will fit between the bottom chord and any other members. s� S A_ t� 4) Refer to girder(s)for truss to truss connections. ,$ `v P ;q�e ��j 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 73 lb uplift at joint 2,37 lb uplift at joint 3 ,���s,•' Ci E•N S:•• 'Q2�i� and 46 lb uplift at joint 1. • �•.1: , i 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1"gypsum . N O 3 9 380 •+ sheetrock be applied directly to the bottom chord. * _ �ittttn !*% Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 let 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek&connectors.this design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of indivklual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job I Truss Truss Type 1QtY Ply T9149183 9315TO JO5A Jack-Open 11 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:48:34 2016 Page 1 I D:wP6NgGdLcAt2fC iv6FC PmozkYFr-RkEJvJrXGBruOtXuAg B6vHTVFcq?c ESOQgQe23zfptR 1 4-0-0 5-6-0 4-0-0 1-6-0 4x5= Scale=1:18.8 2 3 I 7,00 IT IIII 9 1 Nov ■ 5 4 2x4 1 3x8 3- 4-0-0 5-6-0 3 3-9-0 1-8-0 I Plate Offsets(X,Y)-- (1:0-3-8,Edge] 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.14 5-8 >480 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.16 5-8 >405 180 BCLL 0.0 * Rep Stress!nor YES WB 0.04 Horz(TL) 0.09 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. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 3=43/Mechanical,4=174/Mechanical,1=218/0-3-8 Max Horz 1=68(LC 12) Max Uplift 3=20(LC 8),4=-83(LC 12),1=-60(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=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)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0-0 to 5-5-4 zone;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. ,� ,,�5t111111/111.�� 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 ``s r P Az, Imo, will fit between the bottom chord and any other members. 0 6)Refer to girder(s)for truss to truss connections. mss. k`Z`•'.,\C'•E N Sk-. . -4% :•• 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 20 lb uplift at joint 3,83 lb uplift at joint 4 and 60 lb uplift at joint 1. '• No 39380 �:.. • 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and t/z"gypsum * ,s • sheetrock be applied directly to the bottom chord. =-o:.(-----"--"*- -„}"..g= --4.„.>"-7—.- T, _ E .... =1 7, 7 1fl ,.. :. .; , ..:. 0 R \v •'r:.\ • Thomas A.Alban)PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 ■ a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MIteks connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication-storage,delivery,erection and bracing of trusses and truss systems-seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Hate Institute-218 N.Lee Street-Suite 312,Alexandria,VA 22314. Tampa.FL 33610 'Job Truss Truss Type I Qty I Ply TB148184'. 9315T0 PB01 Piggyback I 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:48:35 2016 Page 1 I D:wP6NgGd LcAt2fCiv6FC PmozkYFr-vxoi6fs91 Sz10164jOiLRV?gTOGbLhvXeUAkaVzfFtQ I 8-2-7 8-2-7 I Scale:3/4'.1' 4 4x5= 4x5= _ 7.00112 3 4 0 1 m d I� 5 0 2 6 i,n _J t— 14 o 16 0 o ' o 8 7 2x4= 2x4 I I 2x4 I 2x4= I 8-2-7 I 8-2-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TOLL 20.0 ' Plate Grip DOL 1.25 i TC 0.31 Vert(LL) 0.00 5 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) 0.00 5 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix) 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 6-0-0 oc bracing. WEBS 2x4 SP No.3 __- MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 6-6-2. (Ib)- Max Horz 2=-20(LC 10) Max Uplift All uplift 100 lb or less at joint(s)2,5,8,7 Max Gray All reactions 250 lb or less at joint(s)2,5,8,7 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=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) Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. `` ►111111 i,i, 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�O S A. ,Ie 6)'This truss has been designed for a live load of 20,0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `?. DAP •44.6. ',, will fit between the bottom chord and any other members. ♦%�� ••• C E Ns'..-1A/.0 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,5,8,7. ♦ .• V F ••• / • 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. N O 39380 •� • 9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. * ,_•_._a,,/ 1 -FT E %..e 1r e e,'s`S/ONA,EAC∎ X11111 • Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 smlow hilt A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1•7473 rev.10/03/2015 BEFORE USE. f Design valid for use only with MiTek®connectors.this design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPIt Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avcdiabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job 'Truss Truss Type • Qty Ply T8148185 9315T0 PB02 Piggyback It 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:48:35 2016 Page 1 ID:wP6NgGdLcAt2fCiv6FCPmozkYFr-vxoi6fs91 Sz10164jOiLRV?ibOGHLhuXeUAkaVzfFtQ 4-0-0 Q 2- 8-2-7 4-0-0 0-2 4-0-0 Scale=1:17.3 4x5= 3 8 7.00 12 7 d � 4 2 5 N 1 v 0 G 0 0 -_.__ :•:•:❖:•:•:•:•:❖.•:•:•:•:❖:•:•:•:❖:•:•:•:❖:•:•:❖::•:•:•:❖:•:•:•:❖:•:•:❖.•:•:•:❖:•:•:•:❖:•:•:•:❖:•:•:❖:•:•:❖:❖::•:'.•::•:' I� ❖•❖.❖. 6 2x4= 2x4 I I 2x4= 8-2-7 8-2-7 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.01 5 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) 0.01 5 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=171/6-6-2,4=171/6-6-2,6=243/6-6-2 Max Horz 2=44(LC 11) Max Uplift 2=-50(LC 12),4=-50(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-11 to 3-3-11,Interior(1)3-3-11 to 4-1-3,Exterior(2)4-1-3 to 7-10-12 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 I,,, will fit between the bottom chord and any other members. ,%% CJ •A. 1 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4. N•�0 •4 e �i�� 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. se:/,‘\X \G E Ns 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building : •• "c Cc••• / • • •designer. No 39380 • d• per-.r_......�. i� �°NA, o%` Thomas A.Alban!PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. tilt Design valid for use only with Mllek®connectors.this design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer roust verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component Safety Information available from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss ITruss Type Qty Ply T8148186 19315TO iP903 Piggyback 21 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:48:36 2016 Page 1 I D:wP6 NgGdLcAt2fCiv6FC PmozkYFr-N7M4J?toom5ceBhG H5DaiYtLQc W 488gt8vH7xzfFtP I 4-1-3 8-2-7 4-t-3 4-1-3 Scale=1:17.3 4x5= 3 8 7.00112 7 ..• 4 2 Hi 5 ' J L ` o 0 - • .... .. .. ............... . ••; I� a a 6 2x4= 2x4 II 2x4= 8-2-7 ' 8-2-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.01 5 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) 0.01 5 n/r 120 BCLL 0.0 ` Rep Stress Incr YES j WB 0.03 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 I Code FBC2014TTPI2007 (Matrix) Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 ,1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=171/6-6-2,4=171/6-6-2,6=243/6-6-2 Max Horz 2=44(LC 11) Max Uplift 2=-50(LC 12),4=-50(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;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-11 to 3-3-11,Interior(1)3-3-11 to 4-1-3,Exterior(2)4-1-3 to 7-4-4 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 `,0%111W/ill, will fit between the bottom chord and any other members. sO� S A. t, 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4. `•�0 .. A4.e 'ice 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,..%�� ••' G•E Ns'..14,,i, � 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building % •• \. F ••• designer. No 39380 am r 170,1;--°. tti 1;::N EA. ---4.f►' •�/. Wit« ilimittlit Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 4 I a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mltek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer roust verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of indvkual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with posable personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/1P1 t 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. Terrpa.FL 33610 ;Job Truss 'Truss Type • 'IOty Ply 9315T0 PB04 Piggyback T8148187 i1 1 j Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:48:37 2016 Page 1 I D:wP6 NgGd LcAt2fCiv6FC PmozkYFr-rJwSXLuQZ3DTFLGTrpkpXw54RpzDpbZg6ofrfOzfFto 0-8-14 4-1-3 7-5-9 8-2-7 0-8-14 3-4-6 3-4-6 0-8-14 Scale=1:15.5 4x5= 4 7.00112 2x4 I I �-� 1 1 5 2x4 I i 3 1 m I 2 7 I ,, 7 1 ' ' 0 0 I6I'I6 10 9 8 2x4= 2x4 II 2x4 II 2x4 II 2x4= 8-2-7 8-2-7 Plate Offsets(X,Y)-- ]5:0-0-0,0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) 1/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 6-6-2. (Ib)- Max Horz 1=-36(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,2,6,10,8 Max Gray All reactions 250 lb or less at joint(s)1,7,2,6,9,10,8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;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. ,,�/111111///�� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��� S A. t 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 ``N'OMPG A‘49.0"'1 will fit between the bottom chord and any other members. E N 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2,6,10,8. �∎ " ..•0.0 SF•••, ' �,. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ; No 39380 •:.. 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building - designer. j * r I----4 • -T, E '' E�Cj 0, '‘ e ,.,,.9*.,' �N A� s Thomas A.Albani PE No.39380 MTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 I 1 a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. lin Design valid for use only with Mltek®connectors.this design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Mate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss 'Truss Type 1Qty Ply 9315T0 TO1 [COMMON GIRDER i 1 1 T8148188 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:48:38 2016 Page 1 I D:wP6NgGdLcAt2fCiv6FCPmozkYFr-J W Tgkhv2KNLKtVrfP W F237d E WDJ RY2UzLSOOBgzfFtN 9-1-8 18-3-0 9-1-8 9-1-8 4x5= Scale=1:39.5 8 7 9 7.00[i FIT i 6 11 10 q 5 I 11 N r r W 4 12 r el 1 i� 13 3 r 2 all ill 14 15 t♦ F. 10 I a__l 0 10 9� �� 9 �I W.♦ o 3x4 i 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x4 5x8= 3x6= 5x8= 18-3-0 18-3-0 i Plate Offsets(X,Y)-- (16:0-4-0,0-4-0),[29:0-4-0,0-4-0] 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 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr NO WB 0.04 Horz(TL) 0.00 15 n/a rile BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:106 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 18-3-0. (Ib)- Max Horz 1=-104(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,23,24,25,26,28,29,21,20,19,18,17,16 Max Gray All reactions 250 lb or less at joint(s)1,15,22,23,24,25,26,28,29,21,20,19,18,17,16 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.Opsf;h=25ft;B=45ft;L=24ft eave=2ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-2-1 to 3-2-1,Exterior(2)3-2-1 to 9-1-8,Corner(3)9-1-8 to 12-1-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry `, 1111111/j1�� Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. ♦.0 S A. 'It 4)All plates are 2x4 MT20 unless otherwise indicated. ♦♦� �P AFB ��j 5)Gable requires continuous bottom chord bearing. ..♦���••\C•E Ns -2•�• 6)Gable studs spaced at 1-4-0 oc. V �•••. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N O 39380 •x._ • 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide _- _ will fit between the bottom chord and any other members. * — – 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,23,24,25,26, 28,29,21,20,19,18,17,16. O w– �� 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ~y T- E " : •..,:: ���i,`SS��N A�1,.� `♦♦ Thomas A.Albani PE No.39380 MiTek USA,toe.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI/-7473 rev.10/03/2015 BEFORE USE. mg ) Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an individual balding component,not a truss system.Before use,the building designer must verify the applicability of design rxxameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 'Job Truss Truss Type Qty IPly T8148189 i 9315TO I T02 !Common 11 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:48:39 2016 Page 1 I D:wP6NgGdLcAt2fCiv6FCPmozkYFr-oi 1 Cy0vg5hTBVePryEmHcLAM9dULHTO7Z68ykGzfFtM 4-6-13 9-1-8 13-8-3 18-3-0 4-6-13 4-6-11 4-6-11 4-6-13 4x5= Scale=1:38.6 3 1 7.00,12 15 16 2x4 2x4 i 2 4 _ 14 17 1 5 '9 r--�-�� co C7 -= � 7-1 10 7 6 3x8 I 3x8= 3x6= 3x8 9-1-8 18-3-0 9-1-8 9-1-8 I Plate Offsets(X,Y)-- (1:0-3-8,Edge),)5:0-3-8,Edge) LOADING(psf) SPACING- 2-0-0 1 CSI. DEFL. in (Ioc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.09 7-13 >999 240 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.68 Vert(TL) -0.24 7-13 >920 180 BCLL 0.0 * Rep Stress'nor YES WB 0.19 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 1 (Matrix-S) Weight:84 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 !I MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 I Installation guide. REACTIONS. (lb/size) 1=730/0-5-8,5=730/0-5-8 Max Horz 1=-106(LC 10) Max Uplift 1=-81(LC 12),5=-81(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2—1044/207,2-3=-800/169,3-4=-800/169,4-5=-1044/207 SOT CHORD 1-7=-118/856,5-7=-118/856 WEBS 3-7=-44/503,4-7=-287/131,2-7=-287/131 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. �� 1111, 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 9-1-8,Exterior(2)9-1-8 to ,0/31"S A. I��, 12-1-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ``� '1 /,•, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4 •.... .... '9 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 ; ,,••s \C' N S�•••4, :� will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5. ,; �• No O 39380 .. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and V2"gypsum * ;_ sheetrock be applied directly to the bottom chord. • --Y'-..-- •V • ��it, .'/CI N At ‘‘N Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIl-7473 rev.10/03/2016 BEFORE USE. Design valid for use only with Wick®connectors.This design is based only upon parameters shown,and is for on indivkival building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Indivklual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 1 Job Truss Truss Type 'Qty I Ply T8148190 9315T0 T03 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:48:40 2016 Page 1 I D:w P6 NgGdLcAt2fCiv6FCPmozkYFr-Gubb9Mwls b 160_i W xI W 8Yi Rf 1 pfOvLGomtVGjzfFtL 1 4-6-13 i 9-1-8 13-8-3 I 15-10-7 18-3-0 4-6-13 4-6-11 4-6-11 2-2-4 2-4-9 4x5= Scale=1:38.7 3 L. 7.005-2- 14 I 15 2x4-- 2x4 i 2 4 13 5 4x5= 2x4 I 1 I III j N Ili i a IS ewe ! j 2 . 9 8 3x6= 7 3x8 H 5x8= 3x6= 9-1-8 15-10-7 18-3-0 l 9-1-8 6-8-15 2-4-9 Plate Offsets(X,Y)-- 11:0-3-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.14 7-9 >999 240 MT20 244/190• TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.36 7-9 >610 180 1 BCLL 0.0 ` Rep Stress Incr YES WB 0.21 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-S) Weight:89 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 I Installation guide. , REACTIONS. (lb/size) 7=724/Mechanical,1=724/0-5-8 Max Horz 1=-93(LC 10) Max Uplift 7=-82(LC 12),1=-78(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1036/200,2-3=-799/164,3-4=-783/159,4-5=-951/193 BOT CHORD 1-9=-164/848,7-9=-153/807 WEBS 2-9=-280/132,3-9=-38/487,5-7=-927/222 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ���11111//1, 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 9-1-8,Exterior(2)9-1-8 to ,��� 4 12-1-8,Interior(1)15-10-7 to 18-1-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip `,�O-^RS A. A4,e�i,1, DOL=1.60 ,%� •E -T 3)Provide adequate drainage to prevent water ponding. :♦ k�`.•�0G SF�••Aj :.•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 No 39 380 will fit between the bottom chord and any other members. -"* • 6) Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,1. -Q 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'1/z"gypsum - r • sheetrock be applied directly to the bottom chord. a 1;7-a,,- - - - ••jV z 4. info Thomas A.Albans PE No.39380 MTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 r ► A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. 1111 Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an Individual balding 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. &acing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,211111.lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 I Job I Truss Truss Type it Qty Ply T8148191 9315T0 I T04 I Roof Special I!1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:48:40 2016 Page 1 ID:wP6NgGdLcAt2fCiv6FCPmozkYFr-Gubb9Mwlsb160_1 WxIW8YiRO1pcor7GomtVGjzfFtL 4-6-13 9-1-8 13-10-7 18-3-0 4-6-13 4-6-11 4-8-15 I 4-4-9 4x5= Scale=1:38.7 3 i I L 7.00112 13 14 2x4 4 4x5= 2x4 II 2 5 12 15 i i � 1 1 !N 1 ! 1 li Cl 1� -- sa 8 7 3x6= 6 3x8 H 3x8= 3x5= 6-11-4 9-1-8 13-10-7 18-3-0 6-11-4 2-2-4 I 4-8-15 i 4-4-9 1 Plate Offsets(X,Y)-- (1:0-3-8,Edge) i I LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Vdefl Lid � PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.13 6-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.35 6-8 >628 180 BCLL 0.0 * Rep Stress lncr YES ! WB 0.48 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight:93 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 I MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 6=724/Mechanical,1=724/0-5-8 Max Horz 1=-81(LC 10) Max Uplift 6=-87(LC 12),1=-73(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1035/195,2-3=-793/157,3-4=-789/154 BOT CHORD 1-8=-195/847,6-8=-174/806 WEBS 2-8=-284/132,3-8=-30/485,4-6=-919/219 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. ��Il11�i1/�� 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 9-1-8,Exterior(2)9-1-8 to 1O�, ��, 12-1-8,Interior(1)13-10-7 to 18-1-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip `�∎%. ‘,1\PS A, A�e,,,�, DOL=1.60 ■ •E• -y• 3)Provide adequate drainage to prevent water ponding. :♦ ��,••\,�G N S,e; •.•2j s. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦ No 39380 • 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide •. will fit between the bottom chord and any other members. * ; _ 6) 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)6,1. =-� 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum i �T E �; sheetrock be applied directly to the bottom chord. (V �','9/ N***04`% ltiiii� Thomas A.Aibani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 I ► imill, Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MIIeks connectors.This design is based only upon parameters shown,and is for an individual bulding component,not a truss system.Before use,the balding designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPl l 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 T8148192' 9315T0 105 Roof Special Girder '1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:48:42 2016 Page 1 I D:wP6NgGdLcAt2fCiv6 FC PmozkYFr-CHj La2yYOcrl M68QeM K_DzomugThUfcZF4McKbzfFtJ 4-6-13 9-1-8 I 11-10-7 17-2-10 22-3-5 22-T}-13 27-11-0 32-1-8 ?3- 6-9 36-2-4 ; 40-6-9 44-11-0 1 4-6-13 4-6-11 2-8-15 ' 5-4-3 5-0-11 0-/-8 5-6-3 4-2-8 1-4-8 2-8-4 ' 4-4-5 4-4-7 Scale=1:83.9 5x8= 5x6= NAILED 4x10= NAILED 2x4 II 11 7.00 12 o' 5x12= 2x4 I I 3x6= 3x4 I I 5x12= 10 i 2x4 4 5 NAILED 6 NAILED 8 9 2x4 i W �, = L it m 18 16 0 rt 1 6x8= 17 c�.•_ ..� 13 ci, N v m 6x8 IN.' io- 1 _ - �� ., x� �� �! 2x4 II -15 14 ',. - 24 23 22 21 37 38 20 39 40 19 2x4 11 3x8= 3x8 I. 5x6 I'. 3x8= 2x4 II 4x6=JUS24 4x6 4x6= 3x8 11 4x10= NAILED NAILED NAILED 33-7.12 1 5-11-4 1 9-1-8 i 11-10-7 I 17-2-10 22-3-5 22-�-13 27-11-0 32-1-8 33-6-Q 36-2-4 39-2-7 44-11-0 5-11-4 3-2d 2-8-15 5-4-3 5-0-11 0--8 5-6-3 4-2-8 1-4-8' 2-6-8 3-0-3 5-8-9 0-1-12 Plate Offsets(X,Y)-- [13:0-3-8,Edgej,116:0-2-12,0-2-81,118:0-2-8,0-3-4j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.18 20-21 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.43 20-21 >772 180 BCLL 0.0 * Rep Stress lncr NO WB 0.86 Horz(TL) 0.09 19 n/a n/a • BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) 1 Weight:262 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-7 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 8-19,10-15:2x4 SP No.3, 19-22:2x4 SP SS 3-6-0 oc bracing:18-19 WEBS 2x4 SP No.3 6-0-0 oc bracing:15-16 OTHERS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-6-18 WEDGE Fasten(2X) T and I braces to narrow edge of web with 10d Left:2x4 SP No.3,Right:2x4 SP No.3 (0.131"x3")nails,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide. I REACTIONS. All bearings 0-3-8 except(jt=length)1=0-5-8,13=0-5-8. (Ib)- Max Horz 1=-113(LC 6) Max Uplift All uplift 100 lb or less at joint(s)15,13 except 19=-394(LC 8), 1=187(LC 8) Max Gray All reactions 250 lb or less at joint(s)except 19=2203(LC 17),15=690(LC 1),1=1357(LC 17),13=411(LC 18) �%%l l l l ltttt FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ,SS OP S A tit, TOP CHORD 1-2=-2168/354,2-3=-1954/328,3-4=-1915/339,4-5=-2939/545,5-6=-2939/545, `,S O`vP;,....,;448 44*, 6-8=-22/321,8-9=-80/421,12-13=-470/109 BOT CHORD 1-24=-277/1802,23-24=-370/2576,21-23=-369/2575,20-21=-330/1976,18-19=-2148/434, ``��'<`Z`. \- E N Sc- • /�-• • 8-18=-437/169,15-16=-719/65,13-14=-45/387 NO 39380 • WEBS 2-24=-258/127,3-24=-251/1645,4-24=-1689/325,9-18=-358/49,11-16=-507/70, - •s.._ •i 11-14=-38/282,12-14=-311/117,4-21=-299/545,5-21=-354/117,6-21=-177/1246, 6-20=-790/249,18-20=-384/2270,6-18=-2317/426 - 7� NOTES- -- T- E 1) Unbalanced roof live loads have been considered for this design. •Q „ ,_ 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. •�-''` `• O II;Exp B;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 *i�S R 1�•'�...?``∎• 3)Provide adequate drainage to prevent water ponding. i�i'S� •�� �N. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �ittt�N''1,`>,►� 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Thomas A.Albani PE No.39380 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15,13 except MiTek USA,Inc.FL Cert 6634 (jt=lb)19=394,1=187. 6904 Parke East Blvd.Tampa FL 33610 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Date: 8)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 18-3-12 from the left end to connect truss(es)to March 1,2016 back face of bottom chord. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. lei Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Indivkival building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T8148192 9315T0 T05 Roof Special Girder I 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:48:42 2016 Page 2 I D:wP6NgGdLcAt2f Civ6FC PmozkYFr-CHj La2yYOcrI M68QeM K_DzomugThUfcZF4McKbzfFtJ NOTES- 9)Fill all nail holes where hanger is in contact with lumber. 10)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 12) in the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-4=-60,4-9=-60,9-11=-60,11-13=-60,19-25=-20,16-18=-20,15-28=-20 Concentrated Loads(lb) Vert 6=-67(B)20=-32(B)33=-67(B)34=-67(B)36=-67(B)37=-665(B)38=-32(B)39=-32(B)40=-32(B) ■ WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.1010312013 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bbd. Safety Information available from lruss Plate Instihrte,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 !Job Truss Truss Type ,Qty IPly T8148193 9315TO T06 Roof Special 11 1 I 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:48:43 2016 Page 1 I D:wP6NgGdLcAt2fC iv6FC PmozkYFr-gTHjoOyB9v_czGjc B3rDmAK_wEtGDDli Uk69t1 zf Ftl 36-2-4 4-2-5 8-4-9 , 14-10-11 21-4-14 27-11-0 33-6-0 406-9 44-11-0 I I I I d -62. 12 4-2-5 4-2-4 6-6-2 6-6-2 6-6-2 5-7-0 4-4-5 4-4-7 Scale=1:82.4 558= 5510 MT2OHS= 5x12 2x4 I 3x8= 3x6= 254 I I 9 7.00 12 3 4 5 7 8 i- -- �1- 2:04, 2x4�� 28 29 3* 0 27 �� 2 eHaa\\\\ m 1 III III { 16X8= 6x8, l�ll_i�. .\I i1 `O 1N N - o 13 12 0 ' 20 19 18 17 16 2x4 H 3x8= 3x8 5x6 354= 3x6= 3x8= 3x4= 3x4= 36-2-4 8-4-9 t 14-10-11 18-1-13 21-4-14 27-11-0 33-6-0 33--12 39-2-7 44-11-0 ____ 8-4-9 6-6-2 3-3-1 3-3-1 6-6-2 � 5-7-0 0-j1226-B i 3-0.3 5-8-9 Plate Offsets(X,Y)-- [8:0-5-4,0-2-8],[11:0-3-8,Edge],[14:0-6-4,0-4-8],[15:0-2-8,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.10 12-26 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 I Vert(TL) -0.25 12-26 >536 180 MT2OHS 187/143 BCLL 0.0 • Rep Stress Ind' YES WB 0.39 Horz(TL) 0.05 16 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) I Weight:260 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2'Except` BOT CHORD Rigid ceiling directly applied. Except: 7-16,8-13:2x4 SP No.3 4-6-0 oc bracing:15-16 WEBS 2x4 SP No.3 6-0-0 oc bracing:13-14 OTHERS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-5-15 WEDGE Fasten(2X) T and I braces to narrow edge of web with 10d Left:2x4 SP No.3,Right:2x4 SP No.3 (0.131"x3")nails,6in o.c.,with Sin minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. I REACTIONS. All bearings 0-3-8 except(jt=length)1=0-5-8,11=0-5-8. (lb)- Max Horz 1=-113(LC 10) Max Uplift All uplift 100 lb or less at joint(s)13,11 except 16=180(LC 12), 1=116(LC 12) Max Gray All reactions 250 lb or less at joint(s)except 16=1493(LC 1),13=625(LC 1),1=1065(LC 21),11=420(LC 22) 1%mi111/1 FORCES. OP CHORD Max. -3e-1451/310,3-4 501393/339,4-5=-1393/339,5-7=-37/323, ���0r��PS•A'..'1 i Iii 7-8=-41/289,9-10=-252/97,10-11=-485/141 ���.� .• G E N$'• '9,L�i� BOT CHORD 1-20=-263/1359,18-20=-165/1210,17-18=-103/903,15-16=-1438/302,7-15=-410/159, ; F•'•.• 13-14=-655/68,11-12=-66/399 No 39380 • -_ •. WEBS 3-20=0/336,4-18=-415/173,5-17=-309/121,15-17=-117/1001,5-15=-1303/290, __r 12-14=0/251,9-14=-414/111,10-12=3101142,5-18=-130/629 /"* -_ -•---J: NOTES- :-0 —.— 1)Unbalanced roof live loads have been considered for this design. 21::::-.$ . ' T E • '_ 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25fh,B=45ft;L=45ft;eave=5ft Cat. Q' ,t ri✓� �• � II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 8-4-9,Exterior(2)8-4-9 to 41,'--.4",-"•- Q ••• \�,�� 12-10-8,Interior(1)34-1-0 to 44-11-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate fie A R ' `` , �� grip DOL=1.60 ■1ss/• •�•.••1L` `• 3)Provide adequate drainage to prevent water ponding. 1I/s. N'' 00 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, Thomas A.Albans PE No.39380 6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide MiTek USA,Inc.FL Cert 6634 will fit between the bottom chord and any other members. 6904 Parke East Blvd.Tampa FL 33610 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13,11 except Date: (jt=lb)16=180,1=116. March 1,2016 or Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer roust verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent twckling 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 rr' a 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6a FL Easast 0 Safety Information available from Truss Plate Institute-218 N.Lee Street,Suite 312,Alexandria,VA 22314. • Job i Truss I Truss Type Oty Ply , T8148193 19315TO T06 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:48:43 2016 Page 2 I D:wP6NgGdLcAt2fCiv6FC PmozkYFr-gTHjo0yB9v czGjcB3rDmAKwEtGDDli Uk69t1 zfFtl NOTES- 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. � r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. im Design valid for use only with MilekS)connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of indivkruai truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Rate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job 1 Truss 'Truss Type • I Qty Ply T8148194 9315T0 T07 Hip H 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:48:45 2016 Page 1 I D:wP6 NgGdLcAt2fCiv6FCPmozkYFr-csOUC4RhXE KDZt?J UthrbQLg2XHh_O?y2bGxwzfFtG 5-2-5 I 10-4-9 16-2-11 l 22-0-14 I 27-11-0 33-6-0 1 36-3-0 1 40-6-15 44-11-0 5-2-5 5-2-4 5-10-2 5-10-2 5-10-2 5-7-0 2-9-0 4-3-15 4-4-1 Scale=1:79.5 3x4 O 5x6= 3x4 O 3x4= 4x5= 3x4 O 3x4 O 3x4= 3x6= 2x4 I I 5x6 7.0002 3 29 4 30 31 5 32 6 7 33 34 8 9 3x5�i 2x4-2-6 10 m ml .t. 71 35 ob 6 15 14 `O 0 1 6X8= 6x8 . II 1 , 11 m N r o ii666,N4 .,27 _ :13 12 Io 20 19 18 36 37 17 16 2x4 II 3x8= 3x8 H 2x4 3x6= 3x6= 3x4= 5x6 H 3x8= 36-3-0 5-2-5 I 10-4-9 19-1-13 I 27.11-0 l 33-6-0 33-112 _ . 44-11-0 5-2-5 5-2-4 69-3 8-9-3 5-7-0 0- 12 2-7-4 660 Plate Offsets(X,Y)-- [3:0-3-0,0-1-12],[9:0-1-4,0-2-4],[11:0-3-8,Edge],[14:0-2-12,0-2-8),115:0-5-12,0-4-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.17 17-19 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 i BC 0.71 Vert(TL) -0.35 17-19 >939 180 I BCLL 0.0 Rep Stress Incr YES I, WB 0.99 Horz(TL) 0.05 16 n/a n/a j BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight:278 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied. Except: 7-16,8-13:2x4 SP No.3 4-4-0 oc bracing:15-16 WEBS 2x4 SP No.3 6-0-0 oc bracing:13-14 OTHERS 2x4 SP No.3 WEBS Web Brace:Length(member) 6-2-15(4-19); WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3,Right:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-3-8 except(jt=length)1=0-5-8,11=0-5-8. (Ib)- Max Horz 1=-112(LC 10) Max Uplift All uplift 100 lb or less at joint(s)11 except 16=-141(LC 12), 13=-104(LC 12),1=-118(LC 12) Max Gray All reactions 250 lb or less at joint(s)except 16=1509(LC 21),13=693(LC 22),1=1049(LC 21),11=370(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1620/324,2-3=-1302/313,3-4=-1064/303,4-5=-859/261,5-7=0/401, 10-11=-398/111 `,��111111//111 BOT CHORD 1-20=-249/1350,19-20=-249/1350,17-19=-148/1037,15-16=-1434/277,7-15=-477/148, ,1�,--**PS A A 111i 14-15=-372/170,13-14=-730/147,8-14=-305/140,11-12=-45/327 `•‘ O`er:••,....,••�e Imo, WEBS 2-19=-367/141,3-19=-21/361,4-17=-440/158,5-17=-221397,15-17=-87/739, „� `e�,•• \G E N S• -1 , !� 5-15=-1273/279,9-14=-463/182,9-12=-95/291,10-12=-319/159 : �. F•••, / i No 39380 ._.. •_: Job 'Truss Truss Type Qty Ply T8148195' 9315T0 T08 Hip 11 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:48:46 2016 Page 1 I D:W P6NgGdLcAt2fCiv6FCPmozkYFr-52ysQQ?3SgM BgjSBtC P WOpyUmSVSQTV9Ai KpTMzf FtF 6-2-5 12-4-9 20-1-13 27-11-0 33-6-0 34-3.0 39-6-15 44-11-0 6-2-5 6-2-4 7-9-3 7-9-3 5-7-0 9-0 5-3-15 5-4-1 Scale=1:79.5 3x6= 3x4 // 5x6= 3x8= 3x4 // 2x4 II 6x8= 3x4// 3 26 4 5 27 6 28 7 7.00 12 a '- wu 3x5-.> 3x5 2 8 29 ilpr M 25 '`� o 13 is 1-; 1h' 9 iA 1 5X8= 5x12 1, °0 IN h °1 • 18 17 16 30 15 14 2x4 III 3x4= 3x6= 3x8 II 5x6 2x4 I I 3x4= 3x4= 3x8= 1 6-2-5 I 12-4-9 20-1-13 1 27-11-0 33-6-0 33-I1-12 39-6-15 1 44-11-0 6-2-5 6-2-4 7-9-3 7-9-3 5-7-0 0-1-12 5-11-3 5-4-1 Plate Offsets(X,Y)-- (3:0-3-8,0-2-0),[7:0-2-12,Edge],[9:0-3-8,Edgej,(13:0-2-0,0-2-41,117:0-2-13,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.11 15-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.23 15-16 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.85 Horz(TL) 0.04 14 n/a n/a 1 BCDL 10.0 Code FBC2014/T PI2007 1 (Matrix-S) I Weight:280 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. Except: 6-14,7-11:2x4 SP No.3 4-4-0 oc bracing:13-14 WEBS 2x4 SP No.3 6-0-0 oc bracing:11-12 OTHERS 2x4 SP No.3 WEBS Web Brace:Length(member) 6-1-13(4-13); WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3,Right:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-3-8 except(jt=length)1=0-5-8,9=0-5-8. (Ib)- Max Horz 1=-136(LC 10) Max Uplift All uplift 100 lb or less at joint(s)11,9 except 14=-195(LC 12), 1=-115(LC 12) Max Gray All reactions 250 lb or less at joint(s)except 14=1564(LC 1),11=661(LC 22),1=1036(LC 21),9=368(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1583/304,2-3=-1153/292,3-4=-918/292,4-6=0/351,6-7=0/344,7-8=0/275, 8-9=-416/127 1111 i n BOT CHORD 1-18=-222/1330,16-18=-222/1330,15-16=-45/698,13-14=-1499/353,6-13=-434/191, ‘s‘00 p,S A. q ��t,i 11-12=-612/106,7-12=-328/83,9-10=-44/308 `� O� �e I�, WEBS 2-16=-484/160,3-16=0/266,4-1 6=-6 91360,13-15=52/752,4-13=1182/265, ���•,•' (j E of s'••.'9i1- �� 10-12=-47/328,8-12=-4941170 �. F ••, / NOTES- No 39380 _ 1)Unbalanced roof live loads have been considered for this design. * 1— 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5ft Cat. : i� II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 12-4-9,Exterior(2)12-4-9 —"O --�- . �•to 40-5-4,Interior(1)40-5-4 to 44-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate i T• E • •`_----- ,�/ grip DOL=1.60 °"—(3-''''t.7"= -4411e ,, c(/ 3)Provide adequate drainage to prevent water ponding. 0i-'�'` -; ∎� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1i��S'(•�• 0 R ,R . .• `f"\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 �� l) •• �'•••'�` �% will fit between the bottom chord and any other members,with BCDL=10.Opsf. Iii. N A;110 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11,9 except (jt=1b)14=195,1=115. Thomas A.Aibani PE No.39380 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and r/z"gypsum MiTek USA,Inc.FL Cert 6634 sheetrock be applied directly to the bottom chord. 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10103/2015 BEFORE USE. ■ Design valid for use only with MITek®connectors.this design Is based only upon parameters shown,and is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPll Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Ajexandria,VA 22314. Tampa.FL 33610 I Job Truss 'Truss Type Qty Ply 9315T0 T09 Hip I1 1 T8148196 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:48:47 2016 Page 1 I D:wP6NgGd LcAt2fCiv6FC PmozkYFr-ZE W Edl?hC8 U2St 1 OQvw9w0VgfrE 19wTI PM4NOpzfFtE 33-9-8 7-2-5 21-1-13 27-11-0 32-3-0 p3.6-0 f 39-2-7 44-11-0 7-2-5 7-2-4 6-9-3 6-9-3 4-4-0 '9-3-0 5-d-15 5-8-9 0-3-6 Scale=1:80.7 2x4 I I 7.00112 5x8 3x6= 5x6= 4 30 5 31 32 6 337 8 2x4 i i 3x6:- is 9 34 2x4 3., 1\\\\.,, , 3x5� 2 29 10 I 7 _ 35 0 28 Jr IV 7� 16 15I OF 1 ,iI 6x8= 5x8 11 m ° .i ^ or O B - ----- . 14 13 12 1,1 - 36 21 20 19 37 18 17 2x4 II 3x8 3x6=5x6 II 2x4 ii 3x8= 33-9-8 7-2-5 , 14-4-9 21-1-13 27-11-0 32-3-0 '33-6- 39-2-7 44-11-0 7-2-5 7-2-4 I 6-9-3 6-9-3 i 4-4-0 '1-3-0' 5-4-15 I 5-8-9 0-3-8 Plate Offsets(X,Y)-- [4:0-6-0,0-2-4],[8:0-3-0,0-1-12],(11:0-3-8,Edge),[15:0-2-8,0-2-81,116:0-2-8,0-3-0] ' i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.11 19-21 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 I BC 0.62 Vert(TL) -0.25 19-21 >999 180 BCLL 0.0 Rep Stress Incr YES 1 WB 0.89 Horz(TL) 0.04 17 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 II (Matrix-S) Weight:312 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2`Except= BOT CHORD Rigid ceiling directly applied. Except: 7-17:2x4 SP No.3 3-8-0 oc bracing:16-17 WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 8-6-8(4-18);6-0-3(5-16); OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 1=983/0-5-8,17=2099/0-3-8,11=517/0-5-8 Max Horz 1=-159(LC 10) Max Uplift 1=-113(LC 12),17=-218(LC 12),11=-64(LC 12) Max Gray 1=1025(LC 17),17=2099(LC 1),11=544(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1551/281,2-4=-1607/442,4-5=429/229,5-7=0/518,7-8=0/515,8-9=-340/190, 9-10=-377/109,10-11=-716/143 BOT CHORD 1-21=-198/1373,19-21=-40/868,18-19=-39/874,16-17=-2042/391,7-16=-353/163, 11-12=-59/558 01111111/1. WEBS 5-16=-1232/268,1 8-16?88 2/154,8-15=-167/634,12-15=-65/588,10-45=-3 0/514/504, ,,,�=^PS A q•4_ 4,' B NOTES- 1) `,*Nis`•..0- N 5+�.. ./.�i•iio Unbalanced roof live loads have been considered for this design. • 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. No 39380 _,. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 14-4-9,Exterior(2)14-4-9 r. - * to 38-7-4,Interior(1)38-7-4 to 44-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 --� - 3) Provide adequate drainage to prevent water ponding. . /'' 4)All plates are 3x4 MT20 unless otherwise indicated. ^--- - E •.,rte• 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •' s' " . ", , $' 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 'e & • O R 1 0.."0...."-•\ s will fit between the bottom chord and any other members,with BCDL=10.0psf. 1#434/.0"N—A..1...... �j SS ••••••• \ N�•7)Provide l mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11 except Qt=lb) ��,����N A; � 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and tie"gypsum Thomas A.Alban'PE No.39380 sheetrock be applied directly to the bottom chord. MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016_,_imm.Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. ■ Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer roust verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avcilable from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa.FL 33610 • • Job Truss Truss Type I Qty Ply T8148197 19315T0 T10 Piggyback Base 11 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 S Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:48:50 2016 Page 1 I D:wP6NgGdLcAt2fCiv6FC PmozkYFr-zpCNGn2aV3sdJLly61 TsYf7Cb3B4M Fpk5J I1 c7zfFtB 21-11-13 24-7-13 27-5-0 19-2-20-7-13 23-3-13 26-8-9 30-2-15 5-1-13 I 10-3-8 I 16-4-10 118-3-B.19-11-Oi 2$-11[81 25-11-13,27111-0 i 33-6-0 _-_-_ 39-2-7 I 44-11-0 i 5-1-13 5-1-11 6-1-2 1-10-14' 0-8-7 1 4 0-'415 1-4-0 0 8-y 2-3-15 ' 3-3-1 5-8-7 5-8-9 Scale=1:87.0 0-11-10-8-12 0-11-111-4-0 0-8-121-6-0 5x6= 5x6- _5x6 5x6 5x6= 8 10 13 15 18 20219 7.00 i 12 .,rs :z 5x6= r 5,..A11 _ I 25 1 s 2 '' 3x6 5x6 ;; 4 I' 2627 a 3 ` o a II x5 d ---%3x5 \ \ 28 50 I! 48 `� :G q: 1 ■ [[,a 38' 53 545x8-__ 29 '7 • �.�� 1x12= 51 SSt3_0� ... 5X12- ._ I� 9 ,77 cv ! o �- ) o § 32 31 30 3x8 I i 41 40 37 35 3x4= 5x6 i 3x5= 3x4= 3x4= 5-1-13 10-3-8 18-3-8 19-2-9 22-11-8 I 27-11-0 33-6-0 39-2-7 44-11-0 I • 5-1-13 5-1-11 8-0-0 0-11-1 3-8-15 4-11-8 5-7-0 5-8-7 5-8-9 Plate Offsets(X,Y)-- [4:0-3-0,0-3-4],[5:0-3-0,0-1-12],[8:0-3-0,0-1-12[,[22:0-3-0,0-1-12],[25:0-3-0,0-1-12[,)29:0-3-8,Edge[,[33:0-2-8,0-2-8[,[38:0-2-8,0-2-8],(39:0-4-4,0-3-0) I LOADING (psf) i SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.19 38-39 >999 240 MT20 244/190 TCDL 10.0 ' Lumber DOL 1.25 BC 0.92 Vert(TL) -0.78 38-39 >423 180 BCLL 0.0 * j Rep Stress Incr NO WE 0.91 1 Horz(TL) 0.11 35 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) I Weight:351 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied. Except: 3-40,23-35:2x4 SP No.3,38-39:2x4 SP SS 3-1-0 oc bracing:34-35 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-37 OTHERS 2x4 SP No.3 T-Brace: 2x4 SP No.3-14-34 WEDGE Fasten(2X) T and I braces to narrow edge of web with 10d Left:2x4 SP No.3,Right:2x4 SP No.3 (0.131"x3")nails,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. JOINTS 1 Brace at Jt(s):23,14,9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. (lb/size) 1=1014/0-5-8,35=2373/0-3-8,29=412/0-5-8 Max Horz 1=-216(LC 10) Max Uplift 1=-57(LC 12),35=-85(LC 12),29=-115(LC 12) Max Gray 1=1021(LC 21),35=2405(LC 17),29=507(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. X1I 1111 11,, I 5 TOP CHORD 1-2=-1575/156,2-3=-2075/128,3-5=-2197/223,25-26=-319/407,26-28=-279/410, •I` 0 NS A A 28-29=-647/233,5-6=-757/190,6-7=-822/145,7-9=-825/146,9-11=-839/150, `■�•0� l e .� 11-12=-839/150,12-14=-839/150,14-16=15/785,16-17=-15/785,17-19=-15/785, • E N q ' ... \G SF• ' 19-21=-15/785,21-23=-14/798,23-24=-15/794,24-25=0/812 •• . \. ../ •• BOT CHORD 1-41=-104/1376,3-39=-394/169,38-39=0/799,34-35=-2366/228,33-34=-477/67, No 39380 29-30=-128/499 WEBS 2-41=-631/75,39-41=-65/1583,2-39=0/501,30-33=-137/526,26-33=-274/137, '•• * :___A: 28-33=-424/106,14-34=-1496/117,14-38=0/1114,25-34=-863/125,25-33=-177/750, - I _ 5-38=-554/77,5-39=-37/1744 r'' --= �� T. E • - •,�/ NOTES- I-0-s'" t . "tl�� 4, 1)Unbalanced roof live loads have been considered for this design. •.-4[�"• 0.••• \ ,��• 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft Cat. ice`' F; `tom •% 119-11-0 to 25-11-13,Intterior(1�16 4-1(0 to 44-1a10 zone;C-C orrmem)be s and forces Interior(1) for reactions shown;Exterior(2) umber �`te,:°N AL- `," DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. Thomas A.Albani PE No.39380 4)All plates are 2x4 MT20 unless otherwise indicated. MITek USA,Inc.FL Cert 6634 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6904 Parke East Blvd.Tampa FL 33610 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 Date: will fit between the bottom chord and any other members,with BCDL=10.0psf. March 1,2016 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekt connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of indivdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 1 Job j Truss 'Truss Type qty 1 Ply T8148197 9315T0 'T10 Piggyback Base 11 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:48:50 2016 Page 2 I D:wP6 NgGdLcAt2fC iv6FC PmozkYFr-zpCNGn2aV3sdJLly61 TsYf7Cb3B4MFpk5J I1 c7zfFtB NOTES- 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,35 except(jt=lb)29=115. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Ys"gypsum sheetrock be applied directly to the bottom chord. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-60,8-22=-60,25-29=-60,40-42=-20,38-39=-45(F=-25),35-37=-20,33-34=-20,32-45=-20,5-6=-60,24-25=-60,6-8=-60,22-24=-60 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI67473 rev.10/03/2015 BEFORE USE. MINN Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is tot an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse wtth possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Tampa.FL 33610 Safety Information avdlabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job !Truss Truss Type ;Qty I Ply 1 I T8148198 9315TO T11 ;Piggyback Base 2 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:48:51 2016 Page 1 I D:wP6NgGdLcAt2fCiv6 FC PmozkYFr-R0mIT73CG NUxU K9f1 55sgM 1 TXK5jvuKz2a9azfFtA 5-1-13 I 10-3-8 14-9-1 1 18-3-8 19-219 23-5-1 I 27-5-0 27111-0 33-6-0 39-2-7 44-11-0 5-1-13 5-1-11 4-5-9 3-6-7 0--11=1 4-2-7 3-11-15 0-610 5-7-0 5-8-7 5-8-9 Scale=1:88.1 5x6= 5x10 MT2OHS 3x4= 7.00,� 6 34 35 7 36 37 8 a a 3x6 i 1 5 3x5 5x6 i 9 3x6 4 10 3 ii o 3x5 3x5 G \I 11 0 2 ! 38 32 s[z :[:� A r•II '8: 17 16 I0 221( �; • 12 IT N "'.3•1 1 cu 39 40 41 1,INN 5. x12= 5x8 .,�, 10 o i _ - `5x12= Sx 14 13 3x8 !� �� 15 25 24 21 20 19 18 2x4 II 3x4= s I 3x6= 2x4 I I 3x4= 3x4= 5x6 2x4 I I 5-1-13 10-3-8 18-3-8 1?-219 23-5-1 27-11-0 i 33-6-0 39-2-7 44-11-0 5-1-13 5-1-11 8-0-0 0-1111 4-2-7 4-5-15 5-7-0 5-8-7 5-8-9 Plate Offsets(X,Y)-- (4:0-3-0,0-3-4],[6:0-3-0,0-1-12],[8:0-6-1,Edge],[12:0-3-8,Edge],[16:0-5-8,0-2-8],[22:0-2-8,0-2-8],[23:0-6-0,0-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 ( Vert(LL) -0.24 22-23 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -1.04 22-23 >318 180 MT2OHS 187/143 BOLL 0.0 * Rep Stress lncr NO WB 0.86 Horz(TL) 0.10 18 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-S) Weight:314 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied. Except: 3-24,8-18:2x4 SP No.3,22-23:2x4 SP SS T-Brace: 2x4 SP No.3-8-17 WEBS 2x4 SP No.3 3-3-0 oc bracing:17-18 OTHERS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-7-17,5-22 WEDGE Fasten(2X) T and I braces to narrow edge of web with 10d Left:2x4 SP No.3,Right:2x4 SP No.3 (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1038/0-5-8,18=2346/0-3-8,12=440/0-5-8 Max Horz 1=-215(LC 10) Max Uplift 1=-66(LC 12),12=-148(LC 12) Max Gray 1=1040(LC 21),18=2346(LC 1),12=517(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1612/186,2-3=-2149/158,3-5=-2230/211,5-6=-774/260,6-7=-682/259,7-8=0/613, �„{11I11i,/1 8-9=0/759,9-11=-434/352,11-12=665/277 ���%t PS A. q 4/ BOT CHORD 1-25=-118/1411,3-23=-312/124,22-23=-15/1038,17-18=-2302/115,8-17=-598/15, `� C) . Z II 16-17=-283/226,12-13=-168/509 AA-- WEBS 2-25=-663/84,23-25=-69/1653,2-23=0/524,5-23=0/1618,13-16=-178/544, 4.�� .. \.- E NSF *• v�Ili • 9-16=-29/427,11-16=-365/68,7-17=-1365/61,7-22=0/1103,9-17=-714/232, No 39380 5-22=-920/146 NOTES- = _ ''P 1)Unbalanced roof live loads have been considered for this design. ='O ,� 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. T• E • -----: • II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 19-2-9,Exterior(2)19-2-9 Q--•a to 33-11-4,Interior(1)33-11-4 to 44-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate i-�••• O R 1 O �,• . . grip DOL=1.60 II `G• 3) Provide adequate drainage to prevent water ponding. Ii/ls�• �` S' 4)All plates are MT20 plates unless otherwise indicated. �I/'l�N A;�'`��� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Thomas A.Alban'PE No.39380 will fit between the bottom chord and any other members,with BCDL=10.0psf. MiTek USA,Inc.FL Cert 6634 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(t=lb) 6904 Parke East Blvd.Tampa FL 33610 12=148. Date: 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and is"gypsum March 1,2016 sheetrock be applied directly to the bottom chord. a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. I Design valid for use only with MilekC)connectors.this design is based only upon parameters shown,and is for an indlvkival building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of indivkival truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/7PI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdiabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Nexondria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply 18148198 9315TO T11 Piggyback Base 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:48:51 2016 Page 2 I D:wP6NgGd LcAt2fC iv6FC PmozkYFr-ROmIT73CG N_UxUK9fl_55sgM 1 TXKSjvuKz2a9azfFtA NOTES- 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-6=-60,6-8=-60,8-12--60,24-26=-20,23-41=45(F=-25),22-41=-20,18-21=-20,16-17=-20,15-29=-20 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MIIekG connectors.this design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary said permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job I Truss Truss Type ,qty Ply I I T8148199 9315T0 IT12 1Piggyback Base 5 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:48:53 2016 Page 1 I D:wP6 NgGd LcAt2fCiv6FC PmozkYFr-N0tVup4So_E BAoUXnA1 ZAHId HG BXZbKBnHXhDSzfFt8 6-4-15 12-9-12 19-2-9 ; 22-11-0 27-5-0 33-6-0 39-2-7 44-11-0 6-4-15 6-4-13 6-4-13 3-8-7 4-6-0 6-1-0 5-8-7 5-8-9 5x8= Scale=1:84.7 2x4 11 5x8= 7.00,12 5 30 31 6 32 33 7 f7t I t; i 3x4 i � 2x4 I I 3x6 i II 3x6 4 1 8 9 3 o ■ 3x5 a 2x4 0 10 2 29 - �I I 1/17 15 o 1 37 16 38 6x8- 1 cD ov N,-1,. 1 x4 1 0 , 2 I - o ._ 7x1 — =� 0— o 0 :� - tS I ®�35 14 13 12 6x6= 22 21 36 20 19 18 2x4 II 5x12= 4x6= 6x6= 6x8- 2x4 l' 3x4= 10-2-3 I 19-2-9 22-11-0 23-3-0 27-5-0 I 33-6-0 I 39-2-7 44-11-0 10-2-3 9-0-6 1 3-8-7 0-4-0 4-2-0 6-1-0 5-8-7 5-8-9 Plate Offsets(X,Y)-- [5:0-6-0,0-2-4],[7:0-5-8,0-2-0],[12:0-3-8,0-2-8],[15:0-2-8,0-2-4],[17:0-4-12,Edge] I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.42 20-22 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.90 20-22 >601 180 BCLL 0.0 * Rep Stress Incr YES WB 0.99 Horz(TL) 0.37 11 n/a n/a BCDL 10.0 Code FBC2014TTPI2007 (Matrix-S) Weight:304 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. Except: 6-19:2x4 SP No.3,11-14:2x4 SP No.1 1 Row at midpt 6-17 WEBS 2x4 SP No.3 6-0-0 oc bracing:17-19 WEDGE WEBS 1 Row at midpt 4-20,5-20,7-17 Left:2x4 SP No.3,Right: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) 1=1803/0-5-8,11=1806/0-5-8 Max Horz 1=-216(LC 10) Max Uplift 1=-195(LC 12),11=-194(LC 12) Max Gray 1=1812(LC 17),11=1806(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2988/529,2-4=-2778/522,4-5=2136/507,5-6=-2419/550,6-7=-2424/551, 7-8=-3818/804,8-10=-3757/663,10-11=-2971/510 BOT CHORD 1-22=-405/2642,20-22=-302/2307,16-17=-199/2389,15-16=-200/2384,11-12=-362/2473 WEBS 2-22=-297/166,4-22=-19/475,4-20=-708/220,5-20=-846/41,17-20=-204/2438, 111111111//g/ 5-17=-182/1699,7-17=-77/369,7-16=0/358,7-15=-357/1524,10-15=-65/827, ���` PS A A�//ei, 10 12—863/197,8-15=-400/224,12-15=-384/2607 `• O• . B ,, NOTES ��,,��'�•�'`C E•N SF•'QjL/.:. 1)Unbalanced roof live loads have been considered for this design. • No 39380 •:.-. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=S.Opsf;BCDL=5.0psf;h=251t;B=45ft;L=45ft;eave=5tt;Cat. z _� II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 19-2-9,Exterior(2)19-2-9 * � ,_�' to 33-11-4,Interior(1)33-11-4 to 44-11-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate = grip DOL=1.60 ;"O -- /: 3)Provide adequate drainage to prevent water ponding. • T' E • ..44, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i Q''t -:r�� ' 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �� •; � O fi O..'• • \�`�� will fit between the bottom chord and any other members,with BCDL=10.0psf. �4, `� • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) II1/410,ta • ••• •�` �.� 1=195,11=194. "lIlt 111��� 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and''h"gypsum sheetrock be applied directly to the bottom chord. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 / I 1 ifil, a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual balding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall i building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPIt Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 'Job I Truss ITruss Type I Qty Ply I I 19315T0 T13 (Piggyback Base I16 1 78148200. I i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:48:54 2016 Page 1 I D:wP6 NgGdLcAt2fCiv6FC PmozkYFr-sbRt5954Z1 M2oy3kLtYojVlgcgYgl4m KoxGElvzfFt7 6-4-15 12-9-12 19-2-9 23-3-13 27-5-0 33-3-0 39-0-15 44-11-0 6-4-15 6-4-13 1 6-4-13 4-1-3 4-1-3 5-10-0 5-10-0 5-10-1 Scale=1:86.5 5x6= 2x4 H 3x4= 5x6= 7.00112 5 6 30 31 7 32 338 11 3x5 i! � l 2x 1; 9 3x6 4 i. !I 3x6 i i' - 10 g I' I' 6 � 29 I1 II � 1 1 z W: l� .o ..�y117 __ o io 0 16 14 13 6x6= - 22 2120 19 18 36 37 315= 38 3x8= 2x4 6x6= 2x4 I i 4x6= 2x4 5x8= 6x12= 3x4 6-4-15 9-6-13 i 12-9-12 I 18-1-8 19-1-8 23-3-13 27-5-0 33-3-0 36-1-15 l 39-0-15 i 44-11-0 6-4-15 3-1-14 3-2-15 5-3-12 0-0 4-2-5 4-1-3 5-10-0 2-11-0 2-11-0 5-10-1 ' Plate Offsets(X,Y)-- [6:0-3-0,0-1-12],[8:0-3-0,0-1-121,117:0-6-8,0-2-81,[20:0-2-0,0-1-12] I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.35 16-17 >999 240 i MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.86 16-17 >629 180 BCLL 0.0 . Rep Stress Ina YES WB 0.85 Horz(TL) 0.20 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) I Weight:314 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2`Except* BOT CHORD Rigid ceiling directly applied. Except: 5-19:2x4 SP No.3,15-17,12-15:2x4 SP No.1 1 Row at midpt 5-17 WEBS 2x4 SP No.3 10-0-0 oc bracing:17-19 WEDGE WEBS 1 Row at midpt 4-17,7-17,7-16 Left:2x4 SP No.3,Right: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) 1=1810/0-5-8,12=1806/0-5-8 Max Horz 1=-216(LC 10) Max Uplift 1=-i 91(LC 12),12=-194(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2983/502,2-4=-2608/502,4-5=-2446/530,5-6=-2385/595,6-7=-1941/493, 7-8=-1920/489,8-9=-2738/658,9-11=-2680/519,11-12=-2972/512 BOT CHORD 1-22=-384/2591,20-22=-384/2591,16-17=-184/2022,14-16=156/1950,13-14=-363/2475, 12-13=-363/2475 WEBS 17-20=-245/2409,4-17=-361/147,8-16=-4/575,8-14=-257/791,11-14=-327/114, �1111111111 6-17=-238/1034,7-17=-252/105,7-16=-344/95,9-14=-399/224,2-20=-404/138 `,%%‘`,0111111/ii, ■PS A /1.41111. NOTES- • 1)Unbalanced roof live loads have been considered for this design. `:��,``�••V\G E N S'�...1 :, 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. z NO 39380 _\._ . II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 19-2-9,Exterior(2)19-2-9 to 33-9-4,Interior(1)33-9-4 to 44-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate * _____:_ 2 grip DOL=1.60 - 3) Provide adequate drainage to prevent water ponding. :'fl --- 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � • T` E ,; 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide i ;t "-.nom j will fit between the bottom chord and any other members,with BCDL=10.Opsf. ,,,....„,e, .� .� _., 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �i��iS'�,�R �• �`�;,`� 7)This 9truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and rV2"gypsum ,'��5/�N A;�,``�� sheetrock be applied directly to the bottom chord. Thomas A.Alban'PE No.39380 MTek USA,Inc.FL Cat 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10103/2015 BEFORE USE. , Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/TPI t Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from it ss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 !Job ITruss Truss Type ,Qty Ply T8148201 9315T0 T14 Hip ,1 1 i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:48:55 2016 Page 1 ID:wP6NgGdLcAt2fCiv6FCPmozkYFr-Kn?GJV6iKbUvQ6ewub3l Fig044yV1XUTFbOoILzfFt6 5-10-13 11-4-8 19-2-9 23-3-13 27-5-0 t 33-3-0 ( 39-0-15 I 44-11-0 5-10-13 5-5-11 7-10-1 4-1-3 4-1-3 5-10-0 5-10-0 5-10-1 6x6= Scale=1:87.9 3x4= 5x12 5 29 30 6 31 32 7 7.00 FT 01' - I 3x4-- 4x6 i 28 8 33 I 3x6 G 4 3x6 9 2x4// ° 3x5G3 NN 10 � 2 j � � � 27 i j 1 ' 11,09 1 o _ -��18 17 14 3x8 jo 16 20 19 35 36 3716 15 13 38 39 12 4x10= 3x6= 3x6= 3x4= 3x8 H 4x5= 2x4 H 6x8= 6x6= 3x4= 5-10-13 11-4-8 i 19-2-9 25-0-4 i 27-5-0 I 36-1-15 i 44-8-0 44-11-0 5-10-13 5-5-11 7-10-1 5-9-11 2-4-12 8-8-15 8-6-1 0-3-0 Plate Offsets(X,Y)-- [1:0-3-8,Edgej,(5:0-4-0,0-2-41,1 11:0-3-8,Edgel,[18:0-6-4,0-4-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.21 12-14 >999 240 . MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.39 12-14 >614 180 BCLL 0.0 * Rep Stress Incr YES WB 0.89 Horz(TL) 0.04 16 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight:298 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. 4-19:2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-4-17,5-17,6-16,7-16,7-14, WEBS 2x4 SP No.3 8-14 OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d WEDGE (0.131"x3")nails,6in o.c.,with Sin minimum end distance. Left:2x4 SP No.3,Right:2x4 SP No.3 Brace must cover 90%of web length. I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide. I REACTIONS. (lb/size) 1=785/0-5-8,16=2287/0-5-8,11=522/0-3-8 Max Horz 1=-216(LC 10) Max Uplift 1=-74(LC 12),16=-478(LC 12),11=-241(LC 12) Max Gray 1=830(LC 21),16=2287(LC 1),11=601(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1212/168,2-4=-988/160,4-5=-281/118,6-7=0/542,7-8=0/476,8-10=-572/514, 10-11=-781/514 �:111111//1, BOT CHORD 1-20=-102/1038,4-18=-1/528,17-18=-34/897,16-17=-428/238,14-16=-394/152, ,���t`PS A A 41 11-12=-378/618 `% O� �e se se WEBS 18-20=-71/1056,2-18=-267/120,4-17=-936/236,5-17=-339/119,6-17=-188/1126, • 6-16=-1248/270,7-16=-1079/586,7-14=-508/642,8-14=-615/429,8-12=-404/519, ,�,`�.•V\C,•E Ns k' ;-I%:. 10-12=-326/189 No 39.380 NOTES- _•• — _ r -----Am 1)Unbalanced roof live loads have been considered for this design. — 7*,. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft eave=5ft;Cat. =-o -r to II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 19-2-9,Exterior(2)19-2-9 T E `.e to 33-9-4,Interior(1)33-9-4 to 44-11-0 zone;porch right exposed;C-C for members and forces&MW FRS for reactions shown; � ! s- l �(j z. Lumber DOL=1.60 plate grip DOL=1.60 1;--,V,c wP� N.• 3) Provide adequate drainage to prevent water ponding. "e . < 0 R 1 ":••• • •`�\�.'• 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �I S0- • •G.N �N.■ 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �I�,I�N A;1'���� will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) Thomas A.Athani PE No.39380 16=478,11=241. MITek USA,Inc.FL Cert 6634 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'ri"gypsum 6904 Parke East Blvd.Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date: 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. March 1,2016 I I mg A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an indivkfual building component,not a truss systern.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate.Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job 1 Truss 1 Truss Type Oty Ply T8148202 9315TO 1T15 1Hip 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:48:56 2016 Page 1 I D:wP6NgGdLcAt2fCiv6 FC PmozkYFr-ozZeW g6K5vcm 1 GD6SIaGowN BAUK2mz3dTFI LgnzfFt5 5-10-13 11-4-8 17-2-9 23-3-13 5-0-4 29-5-0 37-1-15 44-11-0 5-10-13 5-5-11 5-10-1 6-1-3 '1-8-7' 4-4-12 7-8-15 7-9-1 Scale=1:80.7 5x6= 4x10= 5x6= 7.00112 5 27 28 629 7 2x4 i 3x6 x4 3x6 I 8 3 4 30 3x5 •• 9 ° <0 3x5 G ° 6 2 31 ° 26 I . \ i A 6 i° C ,. � 17 19 0 t' 6x8=32 16 33 15 14 34 13 t2 11 19 18 3x4= 3x6= 3x8 3x6= 2x4 3x8 4x6 H 4x5= 2x4 I I 2x4 5-10-13 11-4-8 17-2-9 25-0-4 29-5-0 I 37-1-15 44-8-0 44-11-0 5-10-13 5-5-11 5-10-1 7-9-11 4-4-12 7-8-15 7-6-1 04-0 Plate Offsets(X,Y)-- [5:0-3-0,0-1-121,[7:0-3-0,0-1-121,(10:0-3-8,Edge),[17:0-2-8,0-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.10 11-25 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.22 11-13 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.93 Horz(TL) 0.03 14 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight:283 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. 4-18:2x4 SP No.3 WEBS 1 Row at midpt 6-14 WEBS 2x4 SP No.3 T-Brace: 2x4 SP No.3-5-16,7-13,9-13 OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d WEDGE (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Left:2x4 SP No.3,Right:2x4 SP No.3 Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide. 1 REACTIONS. (lb/size) 1=882/0-5-8,14=2064/0-5-8,10=647/0-3-8 Max Horz 1=-192(LC 10) Max Uplift 1=-101(LC 12),14=-417(LC 12),10=276(LC 12) Max Gray 1=897(LC 21),14=2092(LC 2),10=699(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1335/231,2-4=-1096/243,4-5=-1141/378,5-6=-447/232,6-7=-170/305, 7-9=-297/301,9-10=-932/596 �,t111l///si BOT CHORD 1-19=-161/1180,4-17=-358/205,16-17=0/499,14-16=-363/184,13-14=-363/184, ,��0%Pg A A��. 11-13=-426/726,10-11=-426/726 `• 0•�• e ♦♦ WEBS 17-19=151/1140,2-17=-282/114,5-17=-264/927,5-16=-646/209,6-16=-168/1144, �� G E N '9 6-14=-1934/713,6-13=-462/798,7-13=-268/0,9-13=-690/491,9-11=-209/340 ,� .N 0�\e' S�•.•-/ ♦I NOTES- No 39380 ..._ •_•"4. •1)Unbalanced roof live loads have been considered for this design. f 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 17-2-9,Exterior(2)17-2-9 -0 .-�lIP to 35-9-4,Interior(1)35-9-4 to 44-11-0 zone;porch right exposed;C-C for members and forces&MW FRS for reactions shown; '-: •Lumber DOL=1.60 plate grip DOL=1.60 :40 3)Provide adequate drainage to prevent water ponding. ♦♦ • . \ X44 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 SRNs will fit between the bottom chord and any other members,with BCDL=10.0psf. , 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=101,14=417,10=276. Thomas A.Alban'PE No.39380 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum MiTek USA,Inc.FL Cert 6634 sheetrock be applied directly to the bottom chord. 8904 Parke East Blvd.Tampa FL 33610 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Date: March 1,2016 a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. mll Design valid for use only with Mllck®connectors.This design is based only upon parameters shown,and is for an Individual luNding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss Parke East Blvd. us systems.seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6a East 0 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312-Alexandria VA 22314. Tampa.Parke Job I Truss Truss Type Qty Ply 1 T8148203 9315T0 11-16 Hip qGdLcAt82 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 000 s Jan 5 2016 MiTek Industries,Inc. Tuea Mar 01 14:48:58 2016 Page 1 I D:wP6 N fiv6 FPmozkYFr-kMhOxW Bbd W sUHZMVajcktLSZ RHxrE uJwxZESugzfFt3 5-10-13 11-4-8 1 13-5-8 115-2-9 20-2-5 i 22-9-8 25-0-4 27-1-4 1 31-5-0 38-1-15 44-11-0 5-10-13 5-5-11 2-1-0 1-9-1 4-11-11 2-7-3 2-2-12 ' 2-1-0 4-3-12 6-8-15 6-9-1 Scale=1:80.7 7.00 12 5x6= 3x6= 5x6= 5 6 36 7 8 9 37 I 4x5 i .' -- :i - 3x6 i -I ' 4 1 3 ..; ! jh 3x5': 35 v+ I q 355 10 2 I 38 m 34 a, 7 11 I 1 11 m o 1 ^I o _ 18 39 40 0 °p o ° ,'- ic4 2x4 II IgB 15 41 14 13 12 1 - 21 20 2x4 Sx8 '' 2x4 II 3x8= 3x6= 3x8 11 4x5= 2x4 ( 254 I 1 2x4 11 5x6 l 2x4 i I 3x8= 558= 13-9-8 25-0-4 1 5-10-13 ■ 11-4-8 123-15-8_0 I 1152-9+ 22-9-8 23-11$ 31-5-0 I 38-1-15 44-8-0 44-11-0 5-10-13 5-5-11 - 0-4-0 7-6-15 0-410 6-4-12 6-8-15 6-6-1 0.'3-0 1-5-1 1-10-12 Plate Offsets(X,Y)-- [5:0-3-0,0-1-12],[9:0-4-0,0-2-4],[11:0-3-8,Edge],[19:0-6-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.36 17-18 >827 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.76 17-18 >394 180 BCLL 0.0 * Rep Stress Incr YES WB 0.88 Horz(TL) 0.01 15 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) 1 Weight:301 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2`Except* BOT CHORD Rigid ceiling directly applied. 4-20,24-25,26-27:2x4 SP No.3,17-19:2x4 SP No.1 WEBS 1 Row at midpt 7-15 WEBS 2x4 SP No.3 Web Brace:Length(member) 5-11-0(9-14);6-7-9(6-17); OTHERS 2x4 SP No.3 I MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 1=944/0-5-8,11=722/0-3-8,15=1971/0-5-8 Max Horz 1=169(LC 10) Max Uplift 1=-127(LC 12),11=-309(LC 12),15=-336(LC 12) Max Gray 1=950(LC 21),11=740(LC 22),15=1971(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1432/301,2-4=-1357/344,4-5=-889/297,5-6=-734/287,7-9=-409/446, 9-10=-515/454,10-11=-1036/691 BOT CHORD 1-21=-216/1217,4-19=-76/428,18-19=-169/1150,17-18=-16/402,12-14=-527/822, 11-12=-527/822 ./1111111/1 WEBS 2-21=265/129,19-21=-237/1187,6-18=-34/718,7-14=421/770,10-14=-557/405, `��� 1I�� 10-12=-168/275,4-18=-623/221,15-17=-1867/580,7-17=-971/485,6-17=-1000/173 `,•%0-^P`S• A. q4Q#,,, NOTES- `,�%A ..��G E N Scc.. te,�i• 1)Unbalanced roof live loads have been considered for this design. N O 39380 i 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 15-2-9,Exterior(2)15-2-9 - * • to 37-9-4,Interior(1)37-9-4 to 44-11-0 zone;porch right exposed;C-C for members and forces&MWFRS for reactions shown; _ ,�.q Lumber DOL=1.60 plate grip DOL=1.60 '-G• �= ✓- 3) Provide adequate drainage to prevent water ponding. ' yf 4)All plates are 3x4 MT20 unless otherwise indicated •-•--V-1*._. T E 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. . r,* •."a 4 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 --. ($ . . 0 R \0.-' • � will fit between the bottom chord and any other members,with BCDL=10.Opsf. 'I,SS ........ \C,%s 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 111110 N Al. ��0 1=127,11=309,15=336. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Vi"gypsum Thomas A.Alban'PE No.39380 sheetrock be applied directly to the bottom chord. MI7ek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 A 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 Mltek®connectors.This design Is based only upon parameters shown,and is for an Individual butdtrlg component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available Born Truss Plate Institute.,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 (Job l Truss (Truss Type • • .Qty Ply T8148204 9315T0 T17 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:48:59 2016 Page 1 I D:wP6 NgGdLcAt2fCiv6FCPmozkYFr-CYFm8s9DOq?Lujxh7Q7zQY?IAhLezNZ3AD_?R6zf Ft2 I 5-10-13 11-4-8 113-2-91 19-2-4 22-9-8 1 25-0-4 29-1-12 33-5-0 I 39-1-15 44-11-0 1 5-10-13 5-5-11 1-10-1 5-11-11 3-7-3 2-2-12 4-1-8 4-3-4 5-8-15 ' 5-9-1 Scale=1:79.5 5x6= 2x4 ! 3x6= 5x6= 2x4 H 4 535 636 7 37 8 38 9 1'' "i 7.00 3 , it 3x5 G 1 3x5 10 2 34 , 39 o 40 e aii 33 m 1 1 1 ��1 ei_i 1 14 ;3 AIL , , Ir h 11 ix, R = 1 o i° of n 2 - - _rill 42 7 43 - l° x4 2x4 l 4x10= 15 44 45 12 20 19 2x4 2x4= 5x12= 2x4 H 3x8 I I 5x6 I I 4x5= 2x4 I 2x4 I I 5x12= 2x4 H 13-9-8 25-0-4 I 5-10-13 11-4-8 I13-2-9I l 19-2-4 22-9-8 231-8 11 33-5-0 1 39-1-15 i 44-8-0 44-11-0 5-10-13 5-5-11 1-10-1 5-4-13 1 3-7-3 0-,410 8-4-12 5-8-15 5-6-1 0-3-0 0-6-15 1-10-12 Plate Offsets(X,Y)-- (4:0-3-0,0-1-121,19:0-3-0,0-1-12),(11:0-3-8,Edgel,113:0-4-12,0-3-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 l Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.17 13-14 >999 240 MT20 244/190 TCDL 10.0 1 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.32 17-18 >952 180 BCLL 0.0 * Rep Stress Incr YES WB 0.75 Horz(TL) 0.01 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 j (Matrix-S) Weight:300 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied. 3-19,23-24,25-26:2x4 SP No.3 WEBS 1 Row at midpt 7-14 WEBS 2x4 SP No.3 Web Brace:Length(member) 6-5-2(4-17);5-10-0(8-14); OTHERS 2x4 SP No.3 ,1 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 1=945/0-5-8,11=723/0-3-8,14=1970/0-5-8 Max Horz 1=-145(LC 10) Max Uplift 1=-119(LC 12),11=-299(LC 12),14.354(LC 12) Max Gray 1=951(LC 21),11=736(LC 22),14=2003(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1436/294,2-3=-1366/322,3-4=-1340/392,4-5=-598/261,5-7=-598/261, 8-9=-459/488,9-10=-627/506,10-11=-1055/696 BOT CHORD 1-20=-213/1229,17-18=-83/939,12-13=-539/848,11-12=-539/848 WEBS 2-20=-291/121,18-20=-214/1309,4-17=-460/80,7-17=-181/1179,8-13=-297/486, 11111111/ 4-183-174 8391,14-16=-1213/233,7-16=-1158/253,8-14=-759/410,5-17=-380/171, ,``,O,R,PS• A. 4,I t.i• NOTES- `�•�,�`Z`,••\G E NS�•'92/..•1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=45tt;eave=5lt;Cat. : • • NO 39380 II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 13-2-9,Exterior(2)13-2-9 • to 39-9-4,Interior(1)39-9-4 to 44-11-0 zone;porch right exposed;C-C for members and forces&MWFRS for reactions shown; — Lumber DOL=1.60 plate grip DOL=1.60 :-p . _-- 3)Provide adequate drainage to prevent water ponding. -;• i- , E 4)All plates are 3x4 MT20 unless otherwise indicated. s— '• ^.. •• � i '1 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i•0. �' " 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 ',. 0 R 1•.. .N •,� will fit between the bottom chord and any other members,with BCDL=10.Opsf. e4►j SS/.......•����� 7) Pro;ide1me29ani1 mechanical (by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �////�N A;111 s' 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum Thomas A.Albani PE No.39380 sheetrock be applied directly to the bottom chord. MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. int Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use"the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the e East Blvd. 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 0 Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa. Job I Truss !Truss Type • • I Qty Ply I I T8148205 9315T0 T18 Roof Special :1 1 I I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:49:00 2016 Page 1 I D:wP6 NgGdLcAt2fCiv6FCPmozkYFr-gko9MCAr987C W tW th8fCymXxF5fkioaCOtjZzYzfFt 1 5-10-13 1 11-4-8 1 13-5-8 1 15-9-0 1 20-5-8 122-9-8 1 25-0-4 : 30-1-12 35-5-0 40-1-15 1 44-11-0 5-10-13 5-5-11 2-1-0 2-3-8 4-8-8 2-4-0 2-2-12 5-1-8 5-3-4 4-8-15 4-9-1 Scale=1:82.4 5x6= 4 5x6= 3x4= 4x10= 3x6= 6x6 7.00 12 3 ° 5 6 7 9 10 41 37 .t 39 40 3x5,...%— I I "' 11 2 0 36 ,, N Y. -- 'i 12 m ° r 1 _, yam/ -- .. Jr- °h _ 1 ^I 8*x12= 20 19 .. .. 0 10 d ° 3x8= 3x4= 17 16 15 13 23 22 3x8= 3x6 3x4= = 4x6 I 5x6 4x5= 13-9-8 23-1-8 I 5-10-13 11-4-8 13-5$ 1 159-0 20-5$ 22-9-8 1 1250-4 30-1-12 1 35-5-0 44-8-0 44-'111-0 5-10-13 5-5-11 2-1-00-4!0 4-8$ 2-0-0 0-4-0 5-1-8 5-3-4 9-3-0 0-3'-0 1-11-8 1-10-12 Plate Offsets(X,Y)-- (10:0-1-8,0-2-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.19 13-35 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.38 13-35 >620 180 BCLL 0.0 * Rep Stress Incr YES WB 0.90 I Horz(TL) 0.01 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight:289 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. 3-22,26-27:2x4 SP No.3 WEBS 1 Row at midpt 7-16 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. I REACTIONS. (lb/size) 16=1962/0-5-8,1=948/0-5-8,12=727/0-3-8 Max Horz 1=-148(LC 10) Max Uplift 16=-366(LC 12),1=-114(LC 12),12=-293(LC 12) Max Gray 16=1962(LC 1),1=948(LC 1),12=740(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1431/270,2-3=-1352/295,3-4=-1304/373,4-5=-1171/358,5-6=-964/279, 6-7=-539/221,7-9=-401/443,9-10=-401/443,10-11=-784/591,11-12=-1049/663 BOT CHORD 1-23=-185/1164,20-21=-50/846,19-20=-35/539,13-15=-360/618,12-13=-526/862 WEBS 2-23=-257/114,21-23=-195/1184,5-20=-761/251,6-20=-88/646,16-18=-1861/596, 7-18=-1823/614,9-15=-320/139,10-15=-342/162,10-13=-291/402,11-13=-309/201, ,,� �� ���I, 4-20=-155/429,4-21=-191/752,7-15=-495/866,6-19=-773/179,7-19=-170/1159 ♦♦" PS A. q ����i %• EN �8 �I� NOTES `♦ �.••.•�G•E NS•. -7 ,� 1)Unbalanced roof live loads have been considered for this design. .7:♦ ' • V �C`•••2j ••2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=lOtmph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 13-5-13,Exterior(2) No 39380 -_ _ 13-5-13 to 39-10-14,Interior(1)39-10-14 to 44-11-0 zone;porch right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. -fl 4)All plates are 2x4 MT20 unless otherwise indicated. .•le. T- E.,..D4_,..44/47 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `—�-;, - 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide i• - will fit between the bottom chord and any other members. ,� 0 R l -.``G�♦♦� 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) e.. to ........ ‘,4., ♦♦♦ 16=366,1=114,12=293. 1It���NA�Ito% 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and h"gypsum sheetrock be applied directly to the bottom chord. Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 ■ I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MI REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. �i MIMIC Design valid for use only with MTTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer roust verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Rate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 'Job Truss ITruss Type IQty Ply i T8148206' 9315T0 IT-19 Roof Special I It 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:49:02 2016 Page 1 ID:wP6NgGdLcAt2fCiv6FCPmozkYFr-d7wvnuBSglNwlBgGpZhg1 BdEfuNdAicVsBCg2RzfFt? 13-5-13 5-10-13 I 11-4-8 -5-B I 17-9-0 22-9-8 25-0-4 31-3-8 5-10-13 5-5-11 13 2-1-0 4-3-3 5-0-8 2-2-12 6-3-4 6-1-8 37-5-0 44-11-0 7-6-0 0-0-5 Scale=1:82.4 5x6= 4 7.00 12 g / 5x6= 4x10= 3x6= 34 �5 6 B 9 5x6= T 3x5 7 36 37 N2 I 4) ;i 38• co 33 - q 39 y I I° • 0 _ m 1 '`_ 10 o = n -th - -- 1, j� 17 0 a 0 .4 r• 41 42 o la 4 �1. 0 40 19 4x10= 15 13 12 11 22 214x5= 3x6= 5x6 I I 5x6 354= 5x12= 3x8= 13-9-8 25-0-4 5-10-13 11d-8 i 13-58 17-9-0 I 22-9-8 23,1-8 31-3-8 , 37-5-0 44-8-0 44-J1I1-0 510-13 5-5-11 2-1-00-4-0 3-it-8 5-0-8 0.4-0 6-3-4 6-1-8 7-3-0 0.3-0 1-10-12 Plate Offsets(X,Y)-- j9:0-3-0,0-1-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.12 19 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.33 19 >915 180 BCLL 0.0 * Rep Stress Incr YES WB 0.86 j Horz(TL) 0.01 14 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight:261 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied. Except: 3-21,23-24:2x4 SP No.3 10-0-0 oc bracing:18-20 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-14 WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3,Right:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=970/0-5-8,14=1997/0-5-8,10=722/0-3-8 Max Horz 1=-148(LC 10) Max Uplift 1=-96(LC 12),14=-363(LC 12),10=-287(LC 12) Max Gray 1=970(LC 1),14=1997(LC 1),10=734(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1471/242,2-3=-1436/243,3-4=-1420/307,4-5=-1386/343,5-6=-1103/230, 6-8=-590/548,8-9=-590/548,9-10=-972/645 BOT CHORD 1-22=-152/1260,17-18=-13/943,16-17=-273/76,11-13=-456/751,10-11-461/756 WEBS 2-22=-319/96,18-22=-139/1400,4-17=-161/486,5-17=-992/304,6-17=-179/1591, 8-13=-345/139,9-11=-181/282,4-18=-141/942,14-16=-1890/585,6-16=-1832/612, 0111 1 1 1 1 1111 6-13=-580/990 `S%'-g`R S A. A 611#■ NOTES- 1)Unbalanced roof live loads have been considered for this design. `,��``r••V\C+•E N S'�.;42/��,• 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5ft Cat. NO 39380 •.. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(,)4-5-14 to 13-5-13,Exterior(2) * 13-5-13 to 41-10-14,Interior(,)41-10-14 to 44-11-0 zone;porch right exposed;C-C for members and forces&MWFRS for reactions : * _•�_- shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. :-0 ----`— 4)All plates are 2x4 MT20 unless otherwise indicated. 7.13A. T E --- �0 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .-t. ((/ 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 I'-4,c34°; � Q �� .� will fit between the bottom chord and any other members,with BCDL=10.Opsf. ,e �` • 0 R •7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except Qt=lb) 1,I SS>•........(_` %• 14=363,10=287. �/�,��N A1. ,`t.� 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1h"gypsum 111111111 sheetrock be applied directly to the bottom chord. Thomas A.Albani PE No.39380 MTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 1 -- a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/TPI 1 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,Ajexandrla,VA 22314. Tampa,FL 33610 Job ;Truss Truss Type 1Qty I Ply 18148207 1 9315TO 1T20 Roof Special Girder I 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:49:04 2016 Page 1 I D:wP6NgGdLcAt2fCiv6FCPmozkYFr-ZW 2fCaDMCMde?Ugfw_j87ci W Ki?zebl oJVhm5KzfFsz 13-5-13 5-10-13 11-4-8 13-5 8 19-9-0 22-9-B 25-Od 29-9-13 34-5-11 39-5-0 _ 44-11-0 I I 510-13 SS11 2-1-0 ( 6-3-3 I 3-0-8 1 2-2-12 4-9-9 4-7-13 4-11-S I 5-6-0 I 0-0-5 Scale=1:83.2 5x6= 4 r 100 P12 3 NAILED NAILED = 4x10- NAILED 3x6= 3x4= NAILED 3x5�� 4j55x6 6 NAILED 7 NAILED 9 NAILED 10 NAILED 1 2 - NeDn,er-■e.0-.sn,e:row 47 39 40 41 8 42 - ' a NAILED I `.cam __ 48 4x5 1 v O v ...�...� .Tt�r�, �.■,. .��,r,.�r■a r h I5" °� - ..j 20 12 a 1° a 50 51 17 NAILED 16 NAILED 14 NAILED 13NAILED 19 25 24 49 22 4x10= 18 3x6= 52 53 54 15 55 56 NAILED 57 58 59 4x5= 4x10= 3x6= NAILED 5x6 II 4x6 ;1 4x5= 5x12= NAILED 3x4= NAILED NAILED 13-9-8 25-0-4 5-10-13 11-4-8 13-58 19-9-0 22-9-8 231-8 29-9-13 39-50 44-8-0 44-11-0 I 5-10-13 5-5-11 1 2-1-00-410 5-11-8 3-0-8 0-'4-0 4-9-9 I 9-7-3 5-3-0 0.3'-0 1-10-12 Plate Offsets(X,Y)-- 110:0-6-0,0-2-4),(12:Edge,0-0-1) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.19 20-21 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.51 20-21 >587 180 BCLL 0.0 ' Rep Stress lncr NO WB 0.91 Horz(TL) -0.03 17 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:262 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 3-24,26-27:2x4 SP No.3,12-15:2x4 SP No.1 10-0-0 oc bracing:21-23 WEBS 2x4 SP No.3*Except' WEBS 1 Row at midpt 4-20,6-17 9-14,10-13,6-17,7-16:2x4 SP No.1 MiTek recommends that Stabilizers and required cross bracing I WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. SLIDER Right 2x6 SP No.2 1-4-15 REACTIONS. (lb/size) 12=1344/0-3-8,1=936/0-5-8,17=2676/0-5-8 Max Horz 1=-148(LC 23) Max Uplift 12=-635(LC 8),1=-104(LC 25),17=-761(LC 8) Max Gray 12=1356(LC 18),1=943(LC 13),17=2676(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1425/178,2-3=-1455/189,3-4=-1434/239,4-5=-1437/341,5-6=-1122/214, 6-7=-1107/678,7-9=-1107/678,9-10=-1784/947,10-12=1761/837 BOT CHORD 1-25=-119/1268,20-21=-6/950,19-20=-705/193,16-17=-572/157,14-16=-881/1784, 0%11111,,, WEBS 2 25=-328/82,218-25=-97/1440,4-20=184/474,5-20=-990/282,6-20=-153/1841, ,�0" koN,S A• A it, t_ 9-16=-871/339,10-14=-271/425,10-13=-132/335,17-19=-2548/754,6-19=-2518/768, s4 �SO•••G E•N 'Q�}� •. 7-16=-458/210,6-16=-921/2024,4-21=-65/979 :� k ••\,\ S�•••�Y, i. No 39380 �:._ •" NOTES- _a 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.Dpsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. : _= II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);porch right exposed;Lumber DOL=1.60 plate grip DOL=1.60 -0 3)Provide adequate drainage to prevent water ponding. =-- 1~ E '�,• 4)All plates are 2x4 MT20 unless otherwise indicated. ...._ - i� z.c 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦'.� ;y` ,''� � 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide l'. 0 R 1 a.` \ ,• will fit between the bottom chord and any other members,with BCDL=10.0psf. •. 61 lss •••••••• \ �� 7) Provide 2 6de,me1 mechanical a l coG1 nection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) it/,��°N A�-0N% 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Thomas A.Atbani PE No.39380 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. MiTek USA,Inc.FL Cert 6634 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 6904 Parke East Btvd.Tampa FL 33610 Date: LOAD CASE(S) Standard March 1,2016 r I a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mick®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not mi' a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety intormalion available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T8148207. 9315T0 T20 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:49:04 2016 Page 2 I D:wP6NgGd LcAt2fCiv6FC PmozkYFr-ZW 2fCaDMCMde?Ugfw_j 87ci W Ki?zebl oJVhm5KzfFsz LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,4-5=-60,5-10=-60,10-12=-60,24-36=-20,22-23=-20,19-21=-20,18-30=-20 Concentrated Loads(lb) Vert:15=-50(F)39=-87(F)40=-87(F)41=-87(F)43=-87(F)44=-87(F)45=-87(F)46=-87(F)48=-43(F)52=-50(F)53=-50(F)54=-50(F)55=-50(F)56=-50(F)57=-50(F) 58=-154(F)59=-105(F) • • r t 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITekS connectors.this design is based only upon parameters shown,and is for(Is 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 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 injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 !Job 'Truss Truss Type I Qty Ply T8148208 9315T0 T21 ;GABLE I l 1 1 f I i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:49:05 2016 Page 1 ID:wP6NgGdLcAt2fCiv6FCPmozkYFr-1 ict PvD_zglUcePrUhENfpFgG61RN3VyY9RKdmzfFsy 57-13 ■ 10-11-8 13-5-813`�-13 17-9-4 1¢-3.8 21-9-0 22 9-g 25-3-0 F— 5-7-13 5-3-11 2-6-0 0-6-5 4-3-7 0-6-4 3-5-8 10.81 2-5-8 1 4x5= Scale=1:62.1 5 3x5 4 4x5 7.00 12 3 42 8 5x6 a 7 2 e i I I �PN 4x5= I 9 O j 10 m * •I I i 1 ! i 41 e� �_a N o 1 I1 j� T 1 A (:: 14 I. iroo-o 3x4= 12 3x4 .- 0 0•J••• " •' 3x8= 3x8�- • 4x5= 26 25 24 23 22 21 20 3x12 M18SHS= 23-1-8 5-7-13 10-11-8 11�-3r8 1358 13-9-8 17-9-4 1:63-48 21-9-0 22-9-& l 25-30 5-7-13 5-3-11 0-40 2-2-0 0.4-0 3-11-12 35-6 1-0.8 2-1-8 0-4-0 Plate Offsets(X,Y)-- (8:0-3-4,0-1-2),[13:0-4-8,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.11 14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.30 13-14 >562 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.85 Horz(TL) 0.16 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight:178 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied. Except: 3-20,15-27,28-29:2x4 SP No.3 3-0-0 oc bracing:19-20 WEBS 2x4 SP No.3`Except' MiTek recommends that Stabilizers and required cross bracing 5-15:2x4 SP No.1 be installed during truss erection,in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation guide. REACTIONS. All bearings 11-3-8 except(jt=length)11=0-5-8,20=0-3-8,20=0-3-8. (Ib)- Max Horz 1=-123(LC 10) Max Uplift All uplift 100 lb or less at joint(s)11,23,24 except 19=-2147(LC 1), 21=169(LC 1),22=-175(LC 12),25=-151(LC 1),26=-117(LC 12) Max Gray All reactions 250 lb or less at joint(s)21,23,24,25 except 11=745(LC 1),1=314(LC 18),22=471(LC 1),26=386(LC 1),20=2595(LC 1),20=2595(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten,-All forces 250(Ib)or less except when shown. TOP CHORD 8-9=-1005/130,11-13=-699/100,6-7=-534/104,1-2=-570/5,2-3=-524/123, 3-4=-606/135,4-5=-540/151,5-7=-502/115,7-8=-836/139 BOT CHORD 1-26=-5/384,25-26=-5/384,24-25=-5/384,23-24=-5/384,22-23=-5/384,21-22=-5/384, ,+� �I 14 15=-813/834,183-14=2463/11116 18-19=-2370/0,16-19=-9/458,15-16—9/458, ``,��� I S , WEBS 9-13=-1139/206,8-14=0/329,5-6=-33/308,2-22=-391/207,9-14=-306/94 `� .................................................... NOTES- No 1)Unbalanced roof live loads have been considered for this design. i -- _ 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=25ft;eave=4ft;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 13-5-13,Exterior(2)13-5-13 = to 16-5-13,Interior(1)18-2-0 to 21-9-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate =-fl grip DOL=1.60 r • • • 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 �' "- ,..... - j: Gable End Details as applicable,or consult qualified building designer as per ANSI/II-PI 1. -.0 ''a'+'e` c •'•. �� 4)Provide adequate drainage to prevent water ponding. j,� O R 1 0. ' \`"�• 5)All plates are MT20 plates unless otherwise indicated. -, ,S�•••... • ..x•-,`% 6)All plates are 2x4 MT20 unless otherwise indicated. it V0 N A'i,`%%% 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Thomas A.Albani PE No.39380 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 MiTek USA,Inc.FL Cert 6634 will fit between the bottom chord and any other members. 6904 Parke East Blvd.Tampa FL 33610 10)Bearing at joint(s)19 considers parallel to grain value using ANSI/I-PI 1 angle to grain formula. Building designer should verify Date: capacity of bearing surface. March 1,2016 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11,23,24 except o WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mil valid for use only with MiTek®connectors.Ills design s based only upon parameters shown,and is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 IJob I Truss Truss Type Oty Ply T8148208 9315T0 1T21 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:49:05 2016 Page 2 ID:wP6NgGdLcAt2fCiv6FCPmozkYFr-t ic1 PvD_zglUcePrUhENfpFgG61RN3VyY9RKdmzfFsy NOTES- 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y2"gypsum sheetrock be applied directly to the bottom chord. 13)Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)This truss has large uplift reaction(s)from gravity load case(s).Proper connection is required to secure truss against upward movement at the bearings.Building designer must provide for uplift reactions indicated. r — WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER'REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon rxaameters shown,and Is for an individual building component,not a truss system.Before use,the building designer roust verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss[late Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 . • Job 'Truss !Truss Type I Qty Ply j T8148209 931510 T23 i Roof Special 11 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:49:06 2016 Page 1 ID:wP6NgGdLcAt2fCiv6FCPmozkYFr-VuAQcFEck_tLEo_12PIcC I nwLW 196hz5npAtACzfFsx 6-11-8 11-11-0 13-11-0 6-11-8 4-11-8 I 2-0-0 i 4x5= Scale:318'=1' 2 L. 7.001 ti 12 `"1 10 2x4 I1 3 5x6= 4 I PI arc M 1 Im Y M 6 71 2x4 5 3x8 II 3x5 6-11-8 11-11-0 13-11-0 6-11-8 I 4-11-8 - -- --2-0-0 -�- H Plate Offsets(X,Y)-- (1:0-3-8,Edge) LOADING (psf) SPACING- 2-0-0 j CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.06 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.14 6-9 >999 180 I BCLL 0.0 * Rep Stress Ina YES WB 0.13 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-S) 1 Weight:56 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 ( MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 5=551/0-5-8,1=551/0-5-8 Max Horz 1=-69(LC 10) Max Uplift 5=63(LC 12),1=-59(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-679/142,2-3=-623/140 BOT CHORD 1-6=-79/508,5-6=-79/508 WEBS 2-6=0/305,3-5=-655/159 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. 0111i11f/I, 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 6-11-8,Exterior(2)6-11-8 to �0 i,, 9-11-8,Interior(1)11-11-0 to 13-9-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip `�.`O�P`S A AFB,',i, Drovide 0 4. ,,e•.••;G E N S•• -T . 3) Provide adequate drainage to prevent water ponding. • \,. �•••• 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide .77. N O• 3938 will fit between the bottom chord and any other members. �; . Z 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,1. - y 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'h"gypsum :-fl -- g — sheetrock be applied directly to the bottom chord. T` E • /W Z X111111, Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date; March 1,2016 , __ I 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 MitekS)connectors.This design is based only upon parameters shown,and is for an individual Wilding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available km Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job I Truss I Truss Type I Qty Ply T8148210 9315T0 T24 !COMMON GIRDER I 1 1 I I Job Reference(optional) ' Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:49:07 2016 Page 1 I D:wP6 NgGd LcAt2fCiv6 FC PmozkYFr-z5kogbFEVH?CsyYEb6HrkE KCjvC9r9zE?TwQiezf Fsw I 6-11-8 13-11-0 I 6-11-8 6-11-8 Scale=1:27.7 4x5= 6 7 5 7.00112 P 8 4 9 1 3 I 2 I I 10 1 J ll j I I - 1 1 1 ( '. I I O- _ J 21 IN 3x4 i 20 19 18 17 16 15 14 13 12 3x4 1 13-11-0 I 13-11-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(LL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 11 n/a n/a BCDL 10.0 Code FBC2014TTPI2007 (Matrix) Weight:71 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. i REACTIONS. All bearings 13-11-0. (Ib)- Max Horz 1=-79(LC 10) Max Uplift All uplift 100 lb or less at joint(s)17,18,19,20,15,14,13,12 Max Gray All reactions 250 lb or less at joint(s)1,11,16,17,18,19,20,15,14,13,12 FORCES. (lb)-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.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-2-1 to 2-11-8,Exterior(2)2-11-8 to 6-11-8,Corner(3)6-11-8 to 9-11-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. `,�1%11 4)All plates are 2x4 MT20 unless otherwise indicated. %% S 5)Gable requires continuous bottom chord bearing. `�� `v`P .......................... 6)Gable studs spaced at 1-4-0 oc. ,44 X\. ••\O•E Ns'-.14,1" + � 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦ •• \. F .. / . 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 No 39380 will fit between the bottom chord and any other members. . -a• 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)17,18,19,20,15, _ 14,13,12. — 4 ' : 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. '0 -� T• ••/1 t9,6NAt N4% 11111 Thomas A.Atbani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 1 • mii. a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/0312016 BEFORE USE. Design valid for use only with Meta,connectors.this design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bbd. Safety Information available from Tess Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job ITruss Truss Type Qty Ply T8148211 ' 9315T0 IT25 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:49:08 2016 Page 1 I D:wP6NgGd LcAt2fCiv6FC PmozkYFr-R HHA1 xGsGb73T67Q9po4HS tFNJSYaUdOE7f_E5zfFsv 2-0-8 6-7-0 8-8-12 11-3-4 14-2-8 15-5-0 17-5-8 2-0-8 4-6-8 2-1-12 2-6-8 2-11-4 1-2-8 2-0-8 Scale=1:35.9 4x5= 5 40 wm 41 P ,V 39 j r I i I 4x5II NAILED I 1 1 I f I 10 5x6.- M 7.00112 SP 5x6= 4x5 G 38 P N•ILED 3x4 :yi 7 N 2 A 4 NAILED N•IL D 6!w e' t� ICI l 1 CI .....1110111141414 - p■ o, 1 `' 11 or m �:I 1' 1 11 '1 r r lai 0 16 34 35 15 36 37 0 13 12 NAILED NAILED NAILED 14 3,6= 3x8 I I NAILED 3x8= 3x8 I I NAILED NAILED 0131° 2-0-8 6-7-0 11-3-4 14-2-8 i 15-5-0 I 17-2-8 17-5-8 0-3-0 1-9-8 4-6-8 4-8-4 2-11-4 1-2-8 1-9-8 013-0 Plate Offsets(X,Y)-- [1:0-3-8,Edge),12:0-3-0,0-1-121,(10:0-3-4,0-1-2),[11:0-3-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.04 15-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.06 15-16 >999 180 BCLL 0.0 ' Rep Stress lncr NO WB 0.57 Horz(TL) 0.01 11 n/a n/a BCDL 10.0 . Code FBC2014/TPI2007 (Matrix-M) Weight:118 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):4,6 OTHERS 2x4 SP No.3 I MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. 1 REACTIONS. (lb/size) 1=544/0-3-8,11=382/0-3-8,14=514/0-3-8 Max Horz 1=93(LC 7) Max Uplift 1—212(LC 8),1 1=120(LC 8),14=-242(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-793/325,2-3=-716/309,3-4=-487/260,4-6=487/260,6-8=-78/280, 10-11=-500/153,3-5=-414/123,5-7=-404/135,7-10=-412/153,8-9=-464/190 BOT CHORD 1-16=-262/684,15-16=-261/685,12-14=-102/409,11-12=-103/409 WEBS 6-15=-280/577,9-14=-396/184 NOTES- 1)Unbalanced roof live loads have been considered for this design. >>r, / S 1 A. j'��I�� 2)II;Exp B; 7-10; MW FRS(directional);ona)pordchlleft and right exposed;Lumber DOL f 1 60 plate grip DOL 1.60ave=oft;Cat. ```I j J. -........ •. T,�1• 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 :� •••\,� SkC..•2j li• Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4. : • i 4)Provide adequate drainage to prevent water ponding. N O 39 380 :_ 5)All plates are 2x4 MT20 unless otherwise indicated. `"Jk _;_._7.6)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. -fl 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide - will fit between the bottom chord and any other members. • •"' ►--- -.- ..411::: 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) �� ' O R 'O• •, `�`2. 1=212,11=120,14=242. �I 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 'I,SSp•O.••••••�� ,■ 11)Graphical purl in representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. lit Li N A,''` 0 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)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)67 lb down and 89 lb up at Thomas A.Alban PE No.39380 2-0-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. MiTek USA,Inc.FL Cell 6634 14)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 6904 Parke East Blvd.Tampa FL 33610 Date: LOAD CASE(S) Standard March 1,2016 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE. mi'' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is To prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type IQty Ply 18148211 9315T0 T25 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:49:08 2016 Page 2 ID:wP6NgGdLcAt2fCiv6FCPmozkYFr-RHHA1 xGsGb73T67Q9po4HS tFNJSYaUdOE7f_E5zfFsv LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increaser-1.25,Plate Increaser-1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,7-11=-60,28-31=-20,3-5=-60,5-7=60 Concentrated Loads(lb) Vert:16=-6(F)34=-9(F)35=-9(F)36=-9(F)37=-9(F) 1 1 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekO connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer roust verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing . MiTek- Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/TPl 1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job I Truss !Truss Type Qty I Ply i T8148212 931510 T26 Common l 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:49:09 2016 Page 1 I D:wP6NgGdLcAt2fCiv6FCPmozkYFr-vTrYFHH U 1 vFw5FicjXJJgf PVMjgoJ?FXTnPXmXzfFsu 4-4-7 8-8-12 13-1-1 17-3-8 4-4-7 4-4-5 I 4-4-5 4-2-7 4x5 'I Scale=1:37.4 3 Y 7.00 FlY 18 19 2x4\\ 2x4// 4 a 2 a{ r /`n i 4 20 4x5 I 5 6 of 1 , ` t • I, ► 9 , 7 0 3x4= 8 3x6= 3x8 1 3x8 I: 3x4= 5-11-4 11-4-4 17-3-8 5-11-4 5-5-0 5-11-4 I Plate Offsets(X,Y)-- [1:0-3-8,Edge],(6:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d i PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.05 8-12 >999 240 1 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.05 9-16 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.29 Horz(TL) 0.01 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight:86 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 I MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 , Installation guide. SLIDER Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 6=243/0-5-8,8=683/0-5-8,1=457/0-5-8 Max Horz 1=-101(LC 10) Max Uplift 6=-106(LC 12),8=-105(LC 12),1=-61(LC 12) Max Gray 6=257(LC 22),8=683(LC 1),1=457(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-583/170,2-3=-468/192,4-6=-316/435 BOT CHORD 1-9=-99/471 WEBS 3-9=-36/367,3-8=-420/0,4-8=-255/166 NOTES- .011111W/eh 1)Unbalanced roof live loads have been considered for this design. ,•� I� 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. `s �p,S A, A, i,° 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 8-8-12,Exterior(2)8-8-12 to `,`����• ��G E•N S. T '#. 11-8-12 zone;porch right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 No 39380 •:.._ 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • * • . 7. will fit between the bottom chord and any other members. = ,- . 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) :-O _— 6=106,8=105. ' �_.. .:44/:: 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and riz"gypsum 3-�y{:xT , * sheetrock be applied directly to the bottom chord. •,-,,P�.'"e� O R `O i •... Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 I / A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. igi Design valid for use only with MITek®connectors.This design is based only upon parameters shown-and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI t Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job I Truss I Truss Type • Qty Ply T8148213 9315T0 T27 Common I 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:49:10 2016 Page 1 I D:wP6NgGd LcAt2fCiv6FC PmozkYFr-OgPwSd H6oC Nnj PHoHEgYMtyah7832TGhhR85Jzzf Fst 4-4-7 8-8-12 14-9-8 1 17-3-8 4-4-7 4-4-5 6-0-12 2-6-0 4x5 i■ Scale=1:40.1 3 i n 7.00 i 12 14 15 2x4\\ 2 44 4 4x5— 2x4 I! 13 5 1.11.11: 1 c' N NI ..'' N rC tl r, n WM 3x4= 3x4= •3x4= 3x8 I I 8 7 6 3x6 5-11-4 8-8-12 11-1-8 11-1-4 14-9-8 ! 17-3-8 ! 5-11-4 2-9-8 I 2-4-12 0-2-12 3-5-4 2-6-0 Plate Offsets(X,Y)-- [1:0-3-8,Edge) LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.03 6-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.08 6-8 >857 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.24 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 i Code FBC2014/TPI2007 (Matrix-S) Weight:84 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 6=735/6-2-0,1=711/0-5-8,8=-75/6-2-0,8=-75/6-2-0 Max Horz 1=-86(LC 10) Max Uplift 6=240(LC 12),1=-155(LC 12),8=-241(LC 22),8=-75(LC 1) Max Gray 6=757(LC 22),1=711(LC 1),8=243(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1023/337,2-3=-908/360,3-4=-933/454 BOT CHORD 1-9=-279/829,8-9=-221/618,6-8=-332/759 WEBS 4-6=-1014/471,3-9=-23/331,3-8=-254/440 NOTES- .10111111/111.1)Unbalanced roof live loads have been considered for this design. 2) II;Exp B;Encl.,lGCp 0.18;MW FRS(directional)ona)and C-C Exterior(2)0-0-0 to 3-0-0,lnte or(1)3-0-Ott 8 L=24ft; 8-8-i 2 tot �.�`,�PS A. 44 ,/i, •11-8-12,Interior(1)14-9-8 to 17-1-12 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate `4 B grip DOL=1.60 ,, k • • E 1�15�.'-v°'• 3)Provide adequate drainage to prevent water ponding. No 39380 �..._ 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. * �A��/ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib) =-fl 6=240,1=155,8=241. ■ T E 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and iz"gypsum 1.--0---,-Via-— ( � sheetrock be applied directly to the bottom chord. i' N " O R ,Q•:,• `, r ,'et 6,,O..'ESC?�s I{{{i Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 1 I 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MITek©connectors.This design Is based only upon parameters shown,and is for un individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPi1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type I Qty Ply T8148214 I 9315T0 T28 Jack-Open Girder I I 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:49:10 2016 Page 1 I D:wP6NgGd LcAt2fC iv6FC PmozkYFr-Og PwSdH6oC Nnj P HoHEgYM tyfg73s2W ThhR85Jzzf Fst 2-0-0 5-6-0 2-0-0 3-6-0 Scale=1:13.2 Special 4x5= NAILED 2 9 3 IT 7.00 12 r � i i m ' 1 1 77 \/ 61 1 n • 10 4 I'♦ 5 2x4 j NAILED I Special 3x8 II 0-3-0. 2-0-0 5-6-0 I I 0-3-0' 1-9-0 3-6-0 Plate Offsets(X,Y)-- [1:0-3-8,Edge) LOADING (psf) j SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.12 4-5 >522 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.21 4-5 >317 180 BCLL 0.0 ` Rep Stress Incr NO WB 0.04 Horz(TL) 0.14 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 I MiTek recommends that Stabilizers and required cross bracing WEDGE I be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 I Installation guide. REACTIONS. (lb/size) 3=103/Mechanical,4=125/Mechanical,1=224/0-3-8 Max Horz 1=34(LC 8) Max Uplift 3=-48(LC 4),4=-64(LC 8),1=-85(LC 8) Max Gray 3=103(LC 1),4=132(LC 3),1=224(LC 1) 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;MW FRS(directional);porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. `��%%W W W I I III, , 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��� S A. 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 � �P+ 4, �j' will fit between the bottom chord and any other members. .• \ 'Q2,4' 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)3,4,1. No O 39380 �:. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. i 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. `* �,•_ „ 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)71 lb down and 88 lb up at _ -" :•.,,c,./1 2-0-0 on top chord,and 17 lb down and 8 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the -0• �� '� responsibility of others. : '„ T• E • 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ; � .�f�� •.: LOAD CASE(S) Standard 0'''`16;`910.� *•.4 0 R 10•����$ 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 N AL ���` Uniform Loads(plf) �III/I I ��1���, Vert:1-2=-60,2-3=-60,4-6=-20 Concentrated Loads(Ib) Thomas A.Albani PE No.39380 Vert:5=-8(F)10=-9(F) MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 / I 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 Milek®connectors.this design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall 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 stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the e Est Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lPi 1 Quality Criteria,DSB-89 and BCSI Building Component 6904 04 Tampa,Parke Eaast 0 Safety Information available from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. • r • Job 1Truss Truss Type I Qty Ply T8148215 �9315T0 �T29 GABLE X11 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:49:11 2016 Page 1 I D:wP6NgGdLcAt2fCiv6FCPmozkYFr-sszJgzl IZW VeKZs?gyLnv4VsIXYcnzVgw4uerQzfFss 3-3-0 6-6-0 3-3-0 3-3-0 Scale=1:16.5 4x5- 2 ) 7.00 r12 1 2x4 II 2x4 i I I 1 0 71 t I �I ,q, i 1 1 1 1 ,� 2x4 4 2x4 I'. ,■. 2x4 1 3 2x4 2x4 g=2-b 3-3-0 I 6-4- _0 62-g LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lot) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 4-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.01 4-10 >999 180 BCLL 0.0 * Rep Stress'nor YES WB 0.05 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight:25 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. (lb/size) 1=239/0-3-8,3=239/0-3-8 Max Horz 1=-34(LC 10) Max Uplift 1=-24(LC 12),3=-24(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-284/82,2-3=-284/82 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)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. ,`41111 I 1 t 1/Ill, 4)Gable studs spaced at 1-4-0 oc. ���% .S A• q Z,9_,40.,I, 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� 0\4% 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 `%%KZ" •••.\G•E N 5''•.-74,1. 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)1,3. • • •N o 3 9 380 a_ * 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Yz"gypsum . -*- sheetrock be applied directly to the bottom chord. ;"_h -o f—. 'FL T "•,.-0-'•„,-- _ -J W i i it/4/0 N A %„%0%N. � Thomas A.Aibani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. mll Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an individual building compxment,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the e Et Blvd. fabrication,storage,delhery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 04 P.Parke Easast 0 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. e f ' . Job Truss (Truss Type Qty Ply T8148216 9315T0 T30 !Common I 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:49:12 2016 Page 1 I D:wP6 NgGd LcAt2fCiv6FCPmozkYFr-K2XhtJJ N KgdVyj R BOfsORI 11 NwuO W Qm_9kd BNszfFsr 3-3-0 6-6-0 3-3-0 3-3-0 4x5= Scale=1:17.1 2 TI 7.00 1 12 i 4. I 3 1 T. � i 1 I∎1 4 ■I =; 2x4 Iii 3x8 I 3x8 .. (� 0-2-0 3-1-0 3-1-0 8-2-0 Plate Offsets(X,Y)-- (1:0-3-8,Edgej,13:0-3-8,Edgej LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 ; TC 0.10 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 1 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 1=260/0-3-8,3=260/0-3-8 Max Horz 1=38(LC 11) Max Uplift 1=-29(LC 12),3=-29(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-285/90,2-3=-285/90 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft L=24ft;eave=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 ,`,It11111 it,,,I , 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,� S A 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ``� �P•••,;•A�e •�j• will fit between the bottom chord and any other members. •• E N "4,y#, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. �•• k�.••\, G SF�•. / ��, 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'`h"gypsum No O 39380 38� ••�_.. sheetrock be applied directly to the bottom chord. . • 7. .._r� " ./ Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 ■ is, 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown.and is for(Ti 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 [wilding design. Bracing indicated Is to prevent buckling of indvkual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI t Quality Criteria,DSB-89 and BCSI Building Component 604 Tampa.Parke East Safety Information avdlabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. !Job TTruss Truss Type Qty Ply T8148217 Monopitch Girder 1 1 9315T0 T31 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue Mar 01 14:49:12 2016 Page 1 ID:wP6NgGdLcAt2fCiv6FCPmozkYFr-K2XhtJJNKgdVyjRBOfsORl1 ymwjJW OC_9kdBNszfFsr 4-8-0 i 4-8-0 Scale=1:24.7 2 2x4 I' 7.00 112 3x5 i 1 `CI #AIIIIMMIIININummor I - i O/ 5 6 g 'gig Special 4x5= 4 Special 2x4 II 4-8-0 I I 4-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.04 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.11 3-4 >460 180 BCLL 0.0 • Rep Stress!nor NO I WB 0.02 Horz(TL) -0.00 3 n/a n/a Weight:32 lb FT=20% BCDL 10.0 Code FBC2014lTPI2007 I (Matrix-M) purlins, BRACING- TOP wood sheathing directly applied or 4-8-0 oc p , TOP CHORD 0 TOP CHORD 2x4 SP No.1 except end verticals. WEBS CHORD 2x6 SP No. BOT CHORD Rigid ceiling directly applied or 8-2-7 oc bracing. WEBS 2x4 SP No.3 I MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=1077/0-5-8,3=685/Mechanical Max Horz 4=74(LC 8) Max Uplift 4=-94(LC 8),3=-132(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- ))Wind:ASCE 7-10;Vult=l30mph(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 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. .01111M/iv�, 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) %04�p,S A. A e 3=132. .2,••�.GENg...-14,-,.• � 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ��,` � � 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)708 lb down and 98 lb up at 0-8-12,and 704 lb down and 107 lb up at 2-8-12 on bottom chord. The design/selection of such connection device(s)is the _ No 39380 responsibility of others. -- "'�"' 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). • LOAD Dead+Roof Standard .T` _ •e 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 0 w . O 1 :• Uniform Loads(plf) 4 R Q•- "' `�■ Vert:1-2=-60,3-4=-20 •i is• Concentrated Loads(Ib) itit " N Al- �s`` Vert:5=-708(F)6=-704(F) �t!!!I I•I l 1111111 Thomas A.Albani PE No.39380 MiTek USA.loc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 1,2016 r 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERABLE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek A0 connectors.This design is based only upon parameters shown,and is for an indMdual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek' Wilding design. Bracing indicated is to prevent buckling of individual truss web and/or chord meembeonly.r Adddii oar lWdapce raegardding permanent nent bracing MiTek' Parke East Blvd. is always required for stability and to prevent collapse with possible personal injury and property I Tampa.FL 33610 Safety Information available from Truss Plate institute,218 N.LeeeSStreet,Suiter31'22,,Nexandda.Quality 22314.riteria,DSB-89 and SCSI Building Component • e , • 0 W Z m D rte- H � ►� 111.1 Z x NII ' '07 .I . m D n r O CO P Z 70 Z 0 D _� COQ ..- �:0 o— -+ -� O —{ 0 -0 , o; O Duo C� X00 O K a;Cs, �c-< Q a0 � 3 mfl 0Q Qa� 30 �O D 3 ID Q O O Q N- Q Q� o Q O O Q cD Q c 0 0-r -,� co Q 0 O Q nu N (D O D n 7 v r.p Q3 O ptv =73"O-CD O O O o v0 O a 3- 3�0 0 y Q D_ - cn0 a O Qp -+ 0 0 O 7 (Da - a� N p3(DO0 o-N30- 3, Q a _ y a_(D 0 (DN _. fl'1 Q O 0< 0 N v 0 0 N Z cO.., -.- � 7 (Dp0 0 Z Q3 Q3 m Qpa N o � (DO (D 0 --1 n �n Q o Q(� �7 c 2 Q 3 Q aaO-O- 7 (fD O n 30 0 Q0-3 Q 3 D Qo�5 -- J1H 3 o .., (D O y.i N Q O'j QQ N - o N "9 0 -CD co 0 C.5 0 g 0 (, c 0 x (! p nQ oc30-- O0 Oo CN ..< • O 3 O D N I m (n r -i m m v Z o =D TOP CHORD .�-. cp. 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