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1709 ATLANTIC BEACH DR - TRUSSES OFFICE COP E C S 54-11.00 23-11-00 18-07-00 ,2-11-11 6-05-09 2-11-11 BUILDING COMPONENT SUPPLY, INC, 4627 JP HALL BLVD. SUITE 208 GREEN COVE SPRINGS, FL 32043 0: 904.297.9390 F: 904.529. 1 406 11 ' '_ g a BEARING HEIGHTS $' nae • 1J10-04 F01 gi`. ' 200 F02 1 2-0.00 91- 1 1 /8" w Twos \ T14 2-09-00 Foz '� I�� T15 ///// 1 0- 1 1 /8" 02Er10'CEILING < T 2-00•0o F02 � T1s It 1 01-9 1 /811 1141,45w.- .F�.:' T.10413 '„ I„ NT16 Ai / C n4>+6 ; 2-0400 F03 noa it .•r. EJ24 4 //// // 1 1 1-5 1 /8 II r — H 2-00-00 F03 EJ24 A e Trow Twaa - -- 4-01-08 // 2 0 1 - 711 21000 0 c'1'4 EJ24 •'•� Tw4s 2.00.00 F04 T,o.s 10 CEIL EJ24 ch THIS IS A TRUSS PLACEMENT LL LL n ry LL LL LL2.0►00 F04 '' EJz4 _ _ _ DIAGRAM ONLY. These trusses are designed as S Z T,�F04 EJ24 individual building components to be CICICINIV incorporated into the building design at 10.1 • 2,,.,., F04 EJ24'' the specification of the building ... designer. See individual design sheets 2 F04 1 EJ25 m for each truss design identified on the POO • placement drawing. The building • 2 „„,,, n designer is responsible for temporary s g_.._____g_..__` 2 FOS and permanent and of the roof and 111111111111 � floor system and for the overall 1-,,,„ Fos 8Estructure.The design of the truss H CV CI CV CV N support structure including headers, s ri S 7 1-,-04 FGOl illimil beams, walls, and columns is the LL L LL ll responsibility of the building designer. ; I1 F07 -- .\ 11 i i For general guidance regarding bracing, consult"Bracing of Wood 1 t- -Ton- i; 1 ! Trusses"available from the Truss Plate §� Noza ;� \ ; Institute, 583 D'Onifrio Drive; Madison, e, � i WI 53179. > STORY 1 ATTENTION. lig i, FOYER $ Refer to truss layout and engineering !i i� Lo3 4 documents that arrive with delivered OPEN TO ABOVE field trusses. "°'°' j1 1102 ill Unless noted otherwise,all beams are by _ iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii-. others. $ r� r ': I REVISION DATE _ p Milli CHECKED BY DD/DD/7 5 P !I _ II 104 2.00.00 >'./ 11111111_ 1'2-' I 703 ✓r / I7.�.�//.,//�%/ . 11 2-00-00 II TOLL II rt CLIENT - q BROTHERS II T02 8 200 10'8"CEILING 8 f2yb5 II AT ENTRY 11 8 ATLANTIC BEACH II T02 , II SUBDIVISION II 2-09-00 s AMBASSADOR < 701 ' 4 ' MODEL SAN 11-00 9-07-00 14-05-00 11-00-00 TROPEZ 54-11-00 ELEVATION CLASSIC 'roducts Floor Truss Connector List Roof Truss Connector List Manuf Product QtyManuf Product QtyDRAWN BY Plies Net Qty RSA-LAM®2.0 3100 SP 3 3 USP THD26 9 USP JUS24 20 LOT # RAS RSA-LAM®2.0 3100 SP 2 2 USP THD46 20 USP THD26 16 USP THDH28-2 1 USP THDH26-2 1 DATE r FLOOR LAYOUT O 1 9 06/22/20 1 e ',ALE: 1 /411 = 1 1011 REF# 15560 FFICE COPY 43-11-00 . 18-06-00 24-05-00 • • Lu g m gI \J\ r4i w 'w 'w g'w w w w ' w 4 J33\ i + 132 I `, - 2-06m \J03 • 131 4. 2-00-00 `. 121 T31 ` 2-0400 2-00-00 122 ' - ' $ g ' - 9'CEILING 131 2-00-00 2-00-00 N r r N r 123 T31 \` 2-0600 -s-"- .ioiri�/Zen,iriiiizi, I',.' ,it AKV ioiii rioirArz.exe . Twon \ 1-1-00 ` \ 124 5 T30 \ 2-00-00 C 2-06-00 k 5 114028, 1-02.00 S. 1 F v= r f F :- r r 130 2-0400 $ FG02 Tao g ; !',,,,� 2-00-00 ,I k61, 1302-06-00 21$ w l' T30 qq TWOS > 2-06.00 is - - v Y SO T30 E v ��• ^p ' .T 2-00-00 1� v 130 \ �I TRDRB v 2-0400 ,i pp Q n T30 \ 1 r4 ' ' K K Y REARM SOCK FOR 0 BE NAKED TO TMS FACE 1! � ATO AVO D COKLCT TMH26.3 MWGER FOR TJA[ [ —, ; 2 0p .- 11 I 130 \ �i 1 AA3e 2-00-00 iBir • rL' r.r ' T29 \ A 2 2-00-00 129 2,00.00 . N N (1 n L 128 2-00-00 . 128 20-00 4 1-1408 112 • 128 \ \ 111 h \ 2-00-00 9 2-0400 128 N 2-00-00 2-00-00 T11 1-00-00 ,/O//,//,/////,/////,//,////////,//,//,//,//,//,/////,// 2-00-001.11 T26 T11 2-00-00 s 2-00-00 111 9'CEILIN 16-0600 11410.00 14-05-00 T11 43-11-00 2-000 110 I \\ N \- PIotID Length Product FB01 19-03-00 1-3/4"x 16 FB02 14-11-08 1-3/4"x 16' SECOND FLOOR LAYOUT FIR; SCALE: 1 /411 = 1 101 E MEI MN Mil Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 1 ` ,./ MiTek RE: 15560T0 - MiTek USA, Inc. 6904 Parke East Blvd. Site Information: Tampa,FL 33610-4115 Customer Info: Toll Brother's Project Name: . Model: The San Tropez- Classic Lot/Block: 019 Subdivision: Atlantic Beach Address: 1709 Atlantic Beach Drive, . City: Jacksonville State: FL Name Address and License #of Structural Engineer of Record, If there is one, for the building. Name: Lou Pontigo License #: 53311 Address: 420 Osceola Ave., . City: Jacksonville Beach State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 88 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. i Seal# Truss Name Date No. Seal# Truss Name Date 1 I T14392494 EJ04 6/26/18 [18 T14392511 F12 6/26/18 2 714392495' EJ14 16/26/18 19 1T14392512 F13 6/26/18 3 714392496 EJ24 16/26/18 20 1T14392513 FGO 6/26/18 4 T143924971 EJ25 6/26/18 21 1T14392514 FG02 6/26/18 5 T14392498 EJ26 16/26/18 22 1T14392515 FT01 6/26/18 6 T14392499 EJ34 6/26/18 23 i T14392516 FT02 6/26/18 7 T14392500! F01 6/26/18 24 T14392517 HJO4 6/26/18 8 714392501 F02 6/26/18 25 1 T14392518 HJ 14 6/26/18 19 T14392502 ' F03 6/26/18 26 1T14392519 HJ34 16/26/18 1 10 T143925031 F04 ' 6/26/18 27 1 T14392520 J02 16/26/18 11 T14392504 1 F05 I 6/26/18 28 11143925211J03 16/26/18 112 T143925051 F06 1 6/26/18 29 [114392522 [J11 16/26/18 1 113 T14392506 1 F07 1 6/26/18 30 1 T143925231 J 12 1 6/26/18 14' T143925071 F08 16/26/18 31 'T14392524'J13 16/26/1C 15 114392508 F09 , 6/26/18 32 T14392525 J32 16/26/18 16 114392509 F10 6/26/18 33 T14392526 J33 6/26/18 17 T143925101 F11 6/26/18 34 T14392527 T01 6/26/18 � llillossi, The truss drawing(s) referenced above have been prepared by MiTek `��l•'j\_lUS LA-"te e� USA, Inc. under my direct supervision based on the parameters �` E S,,....... .•-• % provided by Building Component Supply. Truss Design Engineer's Name: Lee, Julius • • N 34869 g 9 : * f� = My license renewal date for the state of Florida is February 28, 2019. • IMPORTANT NOTE: The seal on these truss component designs is a certification F.O:. TATE OF 14/ that the engineer named is licensed in the jurisdiction(s)identified and that the .• ,� P •: .: 77 designs comply with ANSI/TPI 1. These designs are based upon parameters '� 0 A 1�.•• ,\ %` shown(e.g.,loads,supports,dimensions,shapes and design codes),which were •re,•SS'/ ''' E,o� .� ffiiileen referenlTek.ce purpose eponly,and was nott specific information into account nted sinfor the Ipreparation 000f �i,�"IN A;,,`��` P rP Y. these designs. MiTek has not independently verified the applicability of the design Julius Lee PE No.34869 parameters or the designs for any particular building. Before use,the building designer MiTek USA,Inc.FL Cert 6634 should verify applicability of design parameters and properly incorporate these designs 6904 Parke East Blvd.Tampa FL 33610 into the overall building design per ANSI/TPI 1,Chapter 2. Date: June 26,2018 Lee.Julius 1 of 2 Job Truss Truss Type • • Oty Ply T14392539 15560T0 T13 Hip Girder 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:07 2018 Page 1 ID:o7oVPOORb0C9BoD6udDB9DzOWDY-wKXq_dhNbHxSrzHu2dzZs3aMhg2SVi3JG2DhDFz2jDI 1-9-11 5-1-3 7-3-13 10-7-5 12-5-0 1-9-11 I 3-3-8 2-2-10 3-3-8 I 1-9-11 Scale=1:21.4 NAILED 2.66 FTY NAILED 6x6 II NAILED 6x6 II 3 ' u1 I8 II II 4 % 4.00 12 7x10 NAILED NAILED 7x10 NAILED 17 LJ al 19 5 2 d l � all 6 CO-. {, __...iiI 111 I I a �-- 1Il _ _ = Illi - i 1,.> .., 20 22 23 10 21 9 8 4x5= 7 4x5_ 11 NAILED2x4 II NAILED 4x5= NAILED NAILED NAILED 2x4 II 3x8 Ii NAILED 4x5= 1-9-11I 5-1-3 I 7-3-13 I 10-7-5 12-5-0 1-9-11 3-3-8 2-2-10 3-3-8 1-9-11 Plate Offsets(X,Y)-- 11:0-3-2,Edge],ft:00-0,0-1-13],[2:0-6-8,0-3-0],[5:0-6-8,0-3-0],[6:0.0-0,0-1-131,[6:0-0-2,Edgel I I LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Udefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.04 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.07 9-10 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.13 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:55 lb FT=20% LUMBER- BRACING- ' TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-11-7 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=649/0-5-8,6=639/0-5-8 Max Horz 1=21(LC 7) Max Uplift 1=-180(LC 8),6=168(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1268/367,2-3=-1443/400,3-4=-1399/399,4-5=-1443/400,5-6=-1252/347 BOT CHORD 1-10=-347/1177,9-10=-340/1172,8-9=-351/1399,7-8=-302/1154,6-7=-311/1161 WEBS 2-9.98/292,5-8.1531329 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 `,►1111111//,/ 3)Provide adequate drainage to prevent water ponding. ,SO J JU S (F Ii,� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ., S ... F e, 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �� ,•••C E�[S••. .. will fit between the bottom chord and any other members. ,� • V F 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) = N O 34869 1=180,6=168. 7)"NAILED"indicates 2-12d(0.148"x3.25")toe-nails per NDS guidlines. • "• •* _ 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). * •cc.: LOAD CASE(S) Standard ' • ' /, r,� 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 • P • 4/ Uniform Loads(plf) - ,e� , Oo Q:••�� Vert:1-2=-60,2-3=-60,3-4=-60,4-5=-60,5-6=-60,11-14=-20 `s` • A �• Concentrated Loads(Ib) - - - - - �'1 sj/O N A1-E 00% Vert:3-52(F)4=-52(F)9=-43(F)8=-43(F)18=-42(F)20-13(F)21-7(F)22-36(F)23-7(F) �1///1111114� Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 o WARNING-Vein design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE IIB-7473 rev.10032015 BEFORE USE. mi Design valid for use only with MITekE 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 possble personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and thus systems,seeANlV/MI OvalyWor6,DSa-89 and NCH Bidding Component, 6904 Parke East Blvd. Safety tdbmw/Iorgvdtable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type ' • Qty Ply T14392540 15560T0T14 Hip 1 1 I I 1 IJob Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:08 2018 Page 1 I D:o7oV POORbQC9BoD6udD89DzOW DY-OW 5CCyi?Mb3JT7s4cLUoOG7VhEO1 E9oTVizFlhz2jDH 6-3-12 6-2-8 -_ _-_ 5-9-8 1-4 6-7-r-�1 12-5-0 5-9.8 0-3-12 0-3-12 5-9-8 Scale=1:20.8 0D-lq 4 2 4.00 12 13 12 11 1 — — 3 q °-.><, <\x—.. o 4 3x8 2x4 4x5= 3x8 II 4x5= 5-9-8 6-2-8 6-7-8 12-5-0 i II 5-9-8 0-5-0 0-5-0' 5-9-8 Plate Offsets(X,Y)-- 11:0-0-0,0-1-13),(1:0-3-2,Edgel,F2:0-3-0,0-2-41,13:0-3-2,Edge1,13:Edge,0-1-131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (ioc) Vdefl Lid PLATES GRIP TCLL 20.0 IPlate Grip DOL 1.25 TC 0.32 Vert(LL) -0.05 4-10 >999 240 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.36 Vert(CT) -0.08 4-10 >999 180 BCLL 0.0 . Rep Stress Incr YES WB 0.09 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:44 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 Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=497/0-5-8,3=497/0-5-8 Max Horz 1=30(LC 11) Max Uplift 1=-130(LC 12),3=-130(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-851/386,2-3=-851/386 BOT CHORD 1-4=-294/767,3-4=-294/767 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=13Omph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-2-8,Exterior(2)6-2-8 to 10-5-7,Interior(1)10-5-7 to 12-5-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip ��/111111/// DOL=1.60 �S%S IJS L,./,lit 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,% ..... F ee 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 .: .•'.0 E N s`.• 'ice will fit between the bottom chord and any other members. • •• V F•.•.• i 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) : '• NO 34869 1. 1=130,3=130. • •: •cc.: 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum • sheetrock be applied directly to the bottom chord. = Job Truss Truss Type ' t Oty Ply T14392541 15560T0 T15 Common 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:09 2018 Page 1 ID:o7oVPOORb0C9BoD6udD89DzOW DY-sifaPlje7vBA5HRG92?1xUfgOekEzc2cjMioH8z2jDG 6-2-8 12-5-0 6-2-8 6-2-8 Scale=1:20.6 5x6= 2 4.00 12 12 11 • 1 r • • rb • -e • s 3x8 II 2x4 II 4x5= 3x8 II 4x5= 6-2-8 12-5-0 6-2-8 6-2-8 Plate Offsets(X,Y)— [1:0-3-2,Edge1,F1:0-0-0,0-1-131,[2:0-3-0,0-2-41,F3:0-0-0,0-1-131,f3:0-3-2,Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.05 4-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.08 4-10 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.09 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:44 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 Left:2x4 SP No.3.Right:2x4 SP No.3 REACTIONS. (lb/size) 1=497/0-5-8,3=497/0-5-8 Max Horz 1=-31(LC 10) Max Uplift 1=-130(LC 12),3=-130(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-843/360,2-3=-843/368 BOT CHORD 1-4=-275/757,3-4=-275/757 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=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interlor(1)3-0-0 to 6-2-8,Exterior(2)6-2-8 to 9-2-8,Interior(1)9-2-8 to 12-5-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip ,``�yt 11l1111 ji, DOL=1.60 ��s OVAUS �E 10e, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,% ....... F ..j 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 `�� ••' E N +••. will fit between the bottom chord and any other members. � .• V F ••. . 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except jjt=Ib) : 34869 • 1=130,3=130. , *• 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2•gypsum • sheetrock be applied directly to the bottom chord. :�` • ORX C? �� Julius Lee PE No.34869 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33810 Date: June 26,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED AITEK REFERANCE PAGE Ae}7473 r.v.10103/2015 BEFORE USE. Design valid for use only with MIlekc 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 posbie personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPIT Guadly CiMraa,DSB-89 and AICS/Boldly ComponM► 6904 Parke East Blvd. Sandy b./onnaMperuvdlabie from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type r ` Qty Ply T14392542 15560T0 T16 Common Girder 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:10 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-KvDydejGuCJ1 iQOSjmW GUhCnu2whitymyOSLpaz2jDF 4-2-4 6-2-8 8-2-12 12-5-0 4-2-4 2-0-4 2-0-4 4-2-4 Scale=1:20.3 5x6= 3 4.00 FIT 4x5 4x5 O 4 2 100111 ill* 5 1 — r s/ I ° ! • ° I i ° 6 8 7 U 3x6 II 7x10= 3x6 JUS24 6x8= THD26 JUS24 JUS24 6x8= 4-2-4 6-2-8 8-2-12 12-5-0 4-2-4 2-0-4 2-0-4 4-2-4 Plate Offsets(X,Y)-- 11:0-0-0,0-2-51,13:0-3-0,0-2-41,15:Edge,0-2-51,[6:0-3-12,0-1-81,17:0-5-0,0-4-41,18:0-3-12,0-1-81 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.12 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.20 7-8 >747 180 BCLL 0.0 • Rep Stress Incr NO WB 0.88 Horz(CT) 0.04 5 n/a n/a I BCDL 10.0 Code FBC2017/TP12014 Matrix-MS ! Weight:62 lb FT=20% L_ LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-1 oc purlins. BOT CHORD 2x6 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-10-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1975/0-5-8.5=2334/0-5-8 Max Horz 1=01(Li:24) Max Uplift 1=-697(LC 8),5=-839(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-4703/1698,2-3=-4024/1499,3-4=-4026/1501,4-5=-4970/1819 BOT CHORD 1-8=-1567/4410,7-8=-1567/4410,6-7=-1685!4674,5-6=-1685/4674 WEBS 3-7=-861/2322,4-7=-1115/422,4-6=-301/879,2-7=-780/271,2-8=-184/636 NOTES- 2) Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•will fls truss has been it between the bottom chord andned for a live load of 20.0psf oany other members n • the bottom chord in all areas where a rectangle 3 6-0 tall by 2-0-0 wide ,,`,�;11US C�f,,, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) %‘N♦� S .....• die' 1=697,5=839. ♦ .•'•('j E N S•• . 6) Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 4-2-4 from the left end to connect truss(es)to ♦ •• NiF•..•• . back face of bottom chord. 7)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 6-2-4 from the • NO 34869 = left end to 10-2-4 to connect truss(es)to back face of bottom chord. • 8) Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). •• ;�I / ,iI LOAD CASE(S) Standard �� 0 . <1// 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 •�•�4 CI**P;•��♦♦♦ Uniform Loads(pit) ? S'•• R C .s" Concentrated Loads(rt: ,3-5=-60, 5=-60,9-12=-20 v'i�,SION A".11111�E \%‘ Vert:6=-740(B)7=-740(B)8=-1096(B)15=-740(B) Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mg-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 tracing MiTek- is always required(or stability and to prevent collapse with possible personal inlay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII Quail),Cite/b,DSB-89 and ACS!Building Compon.nl 6904 Parke East BNd. Safely hlbtmalbnavdldtle from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type ' ' Qty Ply T14392543 15560T0 T17 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:12 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-HH Lj 1 KI W QgZlyk9rrAZkZ6H37rdUAnU3QKxSuTz2jDD 5-1-11I 10-1-10 15-3-6 I 19-3-8 5-1-11 4-11-15 5-1-11 4-0-2 Scale=1:33.0 2x4 II 5 8.00 12 NAILED pi 20 ii NAILED NAILED 4x6= 4x5= 2x4 I I 8x12= 19 1 NAILED NAILED 2 NAILED NAILED 3 NAILED NAILED i a 11 11u LI LI 12 A EJ Li 14 1�5 U16 17 LI LI flu ° nn nn ' . nn nn Inn° I nn nn U nn nn 0 21 22 9 23 24 8 25 26 7 27 28 10 NAILED NAILED 6x8=NAILED NAILED 4x10— NAILED NAILED 2x4 I NAILED 6 3x5 II — 4x5= NAILED NAILED 5-1-11I 10-1-10 I 15-3-6 19-3-8I { 5-1-11 4-11-15 5-1-11 4-0-2 Plate Offsets(X,Y)-- (1:0-2-12,0-2-0],(4:0-7-12,Edgei,(9:0-3-12,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.21 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.36 8-9 >633 180 BCLL 0.0 * Rep Stress Incr NO WB 0.88 Horz(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS i Weight:101 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-10 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3`Except" BOT CHORD Rigid ceiling directly applied or 6-0-4 oc bracing. 1-9,2-8,4-8:2x4 SP No.2 REAL I IONS. (ibisize) 10=11 i6/Mechanicai,6=1121i0-3-8 Max Horz 10=104(LC 21) Max Uplift 10=-394(LC 4),6=-379(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-1034/402,1-2=-2606/897,2-3=-3404/1133,3-4=-3404/1133 BOT CHORD 8-9=-965/2665,7-8=-710/2210,6-7=-714/2195 WEBS 1-9=-911/2654,2-9=-669/328,2-8=-280/779,3-8=-434/260,4-8=-524/1255,4-7=0/274, 4-6=-2371/769 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. •010.1U 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,•�` v�1U S L� I�� 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,• � ...., $ �• will fit between the bottom chord and any other members. .••••tr',E Ns".+ � •: • 5)Refer to girder(s)for truss to truss connections. •• V F•••. • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) No 34869 •• 10=394,6=379. 7)'NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25•)toe-nails per NDS guidlines. •• * * 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). :::,-0*: r •Cry LOAD CASE(S) Standard h{I 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 i O Uniform Loads(pit) �i• •( p Q:••�� =-20 Concentrated Loads(lb)Vert:3=-46(B)8=-37(B)6 1=-46(B)12=-46(B)13=-46(B)15=-46(B)16=-46(B)18=-46(B)19=-48(B)20=-49(B)21=-37(B) , iS;�N WC- S‘‘ 22=-37(B)23=-37(B)24=-37(B)25=-37(B)26=-37(B)27—22(B)28=-21(B) �St11111 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 r, 4111111 mit 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 txrsed only upon parameters shown.and is for en 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 balding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing -M iTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and tmlss systems,seeANSLIPII Qualify Cdedo,D.511-89 and ICS/adding Component 6904 Parke East Blvd. Safety Intommdlanuvallable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type ` • Qty Ply 714392544 15560T0 T18 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:13 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-ITv5Fgm8A7hcaukl Ou4z5KgJvF13vJECe_g0Qvz2jDC 5-7-7l 10-11-6 l 16-3-6 I 19-3-8 5-7-7 5-3-15 5-3-15 3-0-2 Scale=1:33.0 2x4 II 8.00 FIT 5 4x5= 2x4 II 6x6= 6x6= 1 2 3 °I 10 R 11 ° 12- u• N n n ri N T ° 7 8 9 6 2x4 II 7x10= 4x5= 4x5= 5-7-7I 10-11-6 • 19-3-8 5-7-7 5-3-15 8-4-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.13 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.28 6-7 >801 180 BCLL 0.0 • Rep Stress Incr YES WB 0.53 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:103 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 REACTIONS. (lb/size) 9=760/Mechanical,6=760/0-3-8 Max Horz 9=77(LC 12) Max Uplift 9=287(LC 8),6=-239(LL 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-699/309,1-2=-1342/495,2-3=-1343/495,3-4=-1614/506 BOT CHORD 7-8=-572/1627,6-7=-299/797 WEBS 1-8=-513/1390,2-8=-327/248,3-8=-311/142,4-7=-324/891,4-6=-998/393 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=lolmph;TCDL=5.opsf;BCDL=5.0psf;h=25tt;B=45ft;L=24ft;eave=4ft;Cat. ii : - : , - :C.,__:::---. :---"---"--- -L.,..—;,...1.,- - Z. . --- ...Z. --.. ---- - -:— 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. 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 �1‘% .111111111,,,,1 � will fit between the bottom chord and any other members. , J� �� /�� 5)Refer to girder(s)for truss to truss connections. '.*:• I,� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ijt=1b) �� ,U$�� G E N S•••• •i 9=287,6=239. . • �' F • 0i 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 N O 34869 sheetrock be applied directly to the bottom chord. = *• 7. p, 0, 40 .. :1.Jr,ii •'*•:- 0R1�P .\�� S • .,, ION `'C.‘`It, � Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,201E lot ' a WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with 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 r 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,seeANS1/IPII Coaly Cando,DS1L$9 and ICS/Budding p Component 6a Et 0 SafetyhtoaeaAamvallabie from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa, Job Truss Truss Type ' ` Qty Ply T14392545 15560T0 T19 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:14 2018 Page 1 I D:o7oV POORbQC9BoD6udD89DzOW DY-DgSTSOnmxRpSB2JEybbCeXNW GfOtenILteQZyLz2j DB 5-11-7 I 11-7-6 I 17-3-6 19-3-8 I 5-11-7 5-7-15 5-7-15 2-0-2 Scale=1:33.0 8.00 12 2x4 I I 5 4x5= 2x4 II 6x6= 6x6= ,77 1 2 3 IIe I -10 rO 11 � 12 / • m m at: \-1-1 u,co 8 7 9 6 2x4 I I 7x10= 4x5= 4x5= 5-11-7 11-7-6I 19-3-8 5-11-7 5-7-15 7-8-2 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.09 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.20 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.45 Horz(CT) 0.02 6 n/a rUa BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:108 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 REACTIONS. (lb/size) 9=760/Mechanical,6=760/0-3-8 Max Horz 9=50(LC 12) Max Uplift 9=-290(LC 8),6=-258(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-9=-699/314,1-2=-1093/408,2-3=-1093/408,9-4=-1230/413 BOT CHORD 7-8=-459/1243,6-7=-179/443 WEBS 1-8=-439/1176,2-8=-352/268,3-7=271/217,4-7=-311/890,4-6=-807/351 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. 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. 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 ,,%%%111111,,, ,., •Sio will fit between the bottom chord and any other members. ,�i ��+U �� j� 5)Refer to girder(s)for truss to truss connections. %• S ........ F ee 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) •� .•• E Ns**.. '• 9=290,6=258. �4, 01. • ' F *•• 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 No 34869 sheetrock be applied directly to the bottom chord. * 7.:9 r 4 1 ieisl `9/0NAt-0\•% /IIIn 111111' Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 t • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Md-7473 rev.1003/1015 BEFORE USE. Design valid for use only with MlTeke connectors.This design is based only upon parameters shown,and Is for an kndlvldual 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 budding design. Bracing Indicated is to prevent buckling of IndMdual 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.seeMIS!/IMI Qualify Cnteda 058.89 and ACS!Aulding Component 6904 Parke East Bled. Safely Intonnalbiwiva labie from Truss Plate Inselute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ' • Qty . Ply 714392546 15560T0 T20 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:14 2018 Page 1 I D:o7oVPOORbQC9BoD6udD89DzOW DY-DgSTSOnmxRpSB2JEybbCeXNW nfQNepTLteQZYL z2jDB 1-8-0 7-2-7 12-8-14 18-3-6 19-3-8 1-8-0 I 5-6-7 5-6-7 1 5-6-7 1-0-2 1 Scale=1:33.7 8.001,12 4.00 r 12 2x4 I I 6x8--7--, 6x6 11 6x6= 6x6= 6 2 3 4 ,i 2x4 II 1 1 11 12 � 5 r V un 1. (.1 (75 a T' KS 9 8 1*1 10 7 4x5= 7x10= 4x5= 4x5= I 7-2-7 I 12-8-14 1 19-3-8 7-2-7 5-6-7 6-6-10 Plate Offsets(X,Y)-- 112:0-4-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.07 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.15 9-10 >999 180 - BCLL 0.0 * Rep Stress Incr YES WB 0.34 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:117 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 REACTIONS. (lb/size) 7=760/0-3-8,10=760/Mechanical Max Horz i0=44(LC 12) Max Uplift 7=-280(LC 9),10=-264(LC 8) FORCES. (Ib)-Max Comp./Max.Ten.-All fomes 250(Ib)or less except when shown. TOP CHORD 2-3=-983/366,3-4=-983/366,4-5=-936/341 BOT CHORD 9-10=-175/306,8-9=-366/950 WEBS 2-9=-268/811,3-9=-338/257,4-8=-368/241,5-8=-325/887,5-7=-787/385, 2-10=-741/346 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45tt;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 5-10-15,Interior(1)5-10-15 to 19-1-12 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. ``�11%I I I t i IIsi 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `ski vL1U S LF 11i� 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 . . F e,i will fit between the bottom chord and any other members. s%, .••••C E N S• . 5)Refer to girder(s)for truss to truss connections. .. '•.'. . 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) : • No 34869 7=280,10=264. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. , * II':• .. 7.Ole IP • • �F ."s ,,,,6„,,6,°' k)/ N RA- 0% .iiin11'"”" Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,201E a WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with Mllek+E connectors.This design is based only upon parameters shown,and is for an h'sdlvidual 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,seeANS!/IPII Qualy CIIe16,058-89 and BCSt Iuldhy Component 6904 Parke East Bred. Safety Blftnnallansvdlable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ' ' Oty Ply T14392547 15560T0 T21 Half Hip Girder . 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:16 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-92aEtiol T23ARLTc4OdhjySoJT5s6eTeKyvgl Ez2jD9 4-0-0 5-7-4 12-0-10 18-6-0 4-0-0 I 1-7-4 6-5-6 i 6-5-6 Scale=1:31.1 NAILED NAILED NAILED 4.0012 6x6 II 5x6= 2x4 I I 4x5= Special NAILED NAILED NAILED NAILED 2 3 12 13 14 4 15 16 17 18 5 I op& U U U U U U I! U r U U I]11 IJ ow ta. mir nn nn nn nn nn nn I: 19 B .\"1 20 21 22 7 23 24 25 6 4x5= _ 3x8 Special 6x6 NAILED NAILED 6x8 NAILED NAILED 2x4 I NAILED NAILED NAILED 5-7-4 12-0-10I 18-6-0 5-7-4 6-5-6 6-5-6 Plate Offsets(X,Y)-- (1:0-3-2,Edge),[1:0-0-0,0-1-131,16:0-2-0,0-0-41 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.09 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.16 6-7 >949 180 BCLL 0.0 • Rep Stress Incr NO WB 0.69 Horz(CT) 0.01 1 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:84 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 6=738/Mechanical,8=1417/0-3-8,1=75/0-5-8 Max Horz 1=55(LC 8) Max Uplift 6=-268(LC 5),8=-521(LC 5),1=-46(LC 21) Max Gray 6=738(LC 1),8=1417(LC 1),1=107(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-163/390,3-4=-1449/527,4-5=-1449/527,5-6=-598/272 BOT CHORD 7-8=-310/125 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=lOtmph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 r.%%I111111111 2)Provide adequate drainage to prevent water ponding. `j%"v�1U S Le *lei 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •• Y • F �j 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 •� .••*G E N s••.• 0•�� will fit between the bottom chord and any other members. �� •• F 5)Refer to girder(s)for truss to truss connections. 34869 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except Qt=lb) 6=268,8=521. 7)"NAILED"indicates 3-10d(0.148°x3•)or 3-12d(0.148'x3.25°)toe-nails per NDS guidlines. = 4./, 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)119 lb down and 188 lb up at -o• 1 r .. 4-0-0 on top chord,and 95 lb down and 61 lb up at 4-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. i 0 •. •' 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 0,�" •. n 1)'.0.. �� 0�FS 0 R 1c LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increaser-1.25 ,,,1111 N A�- �.�` Uniform Loads(plf) 1111111/�� Vert:1-2=-60,2-5=-60,6-9=-20 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 Continued on oaae 2 / a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Nut Design valid for use only with MITek®connectors.This design is based oNy upon parameters shown,and is tot an individual bolding component,not a truss system.Before use,the building designer must verify the appllcablity 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,seeANSVIP►1 Qualy cdadn.058-89 and liCa adding Component 6904 Parke East Blvd. Safely gr/alma&rrvallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type ' Qty Ply TI4392547 15560T0 T21 Half Hip Girder 1 1 • Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:16 2018 Page 2 ID:o7oVPOORbQC9BoD6udD89DzOW DY-92aEtio1T23ARLTc4OdhjySoJT5s6eTeKyvgl Ez2jD9 LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:2=-102(B)7=-37(B)4=-41(B)12=-41(B)13=-41(B)14=-41(B)16=-41(B)17=-41(B)18=-57(B)19=-95(B)20=-37(B)21=-37(B)22=-37(B)23=-37(B)24=-37(B) 25=-42(B) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 111 Design valid for use only with MiTek®connectors.this design is based only upon parameters shown,and is for an Individual building cornt,onent,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate Ibis 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" ek" 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/IPII CwlyCihlla,DSB-89 and BCS/Bolding Component 6904 Parke East Blvd. Safely lrle mafoirvallable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job ITruss Truss Type ' ' Qty Ply T14392548 15560T0 T22 Half Hip 1 1 i Job Reference(optional) i Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:17 2018 Page 1 I D:o7oVPOORbQC9BoD6udD89DzOW DY-dF8c51 pfEMB12V2pdk8wGA?1 esTvrBOoZceDZgz2jD8 6-0-0I 12-1-4 18-6-0 6-0-0 6-1-4 6-4-12 Scale=1:31.2 7x10= 2x4 i 4x5= 4.00 12 2 13 3 14 15 4 IIW I® � 12 11 ri 1 — 1 0 G . 6 5 4x5= 7 _ 4x10= 2x4 II 3x8 II 6x6 5-5-8 16-0-0{ 12-1-4 18-6-0 5-5-8 0-6-8 6-1-4 6-4-12 Plate Offsets(X,Y)-- (1:0-0-0,0-1-13),(1:0-3-2,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.04 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.08 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS 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 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 5=496/Mechanical,7=746/0-3-8,1.226/0-5-8 Max Horz 1=82(LC 12) Max Uplift 5=-202(LC 9),7=-269(LC 9),1=-60(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-782/316,3-4=-782/316,4-5=-430/226 WEBS 2-7=-578/312,2-6=-337/705,3-6=-395/300,4-6=-307/755 :-.--i- 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=41t;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-0-0,Exterior(2)6-0-0 to 10-2-15,Interior(1)10-2-15 to 18-4-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,, 11111 i1111IlI 2)Provide adequate drainage to prevent water ponding. ,•i �LIU S �� l,� 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. %• ..•.• ee 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 •N ••'�C,E N S••. �i� will fit between the bottom chord and any other members. �� V F ••• . • 5) Refer to girder(s)for truss to truss connections. a' No 34869 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) 5=202,7=269. V* • 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum • sheetrock be applied directly to the bottom chord. 7.,-0. 01441°* 14/ • C.,%• lS��NA"Mei�EC�t‘N tOJulius Lee PE No.34869 MTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.10/732015 BEFORE USE. Design valid for use only with MITek©connectors.Ibis design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the balking designer must verify the applicability of design parameters and properly Incorporate this design 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,seeANSIRWI Ovally ClIMb DSB49 and BCSI auadIng Component 6904 Parke East Blvd. Safely h/onnaaotnovc ilable from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type 4 • Qty Ply 1 T14392549 15560T0 T23 Half Hip 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:18 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-5Ri_I NqH?gKugfd?BRf9oNXBZGkQaeDxoGOn56z2jD7 8-0.0 { 13-1-4 1 18-6-0 1 8-0-0 5-1-4 5-4-12 Scale=1:31.2 6x8— 2x4 11 4x5= 4.00 FT 2 13 3 14 4 0111 D 1 • I 12— ; • ii • • li 1 _ ►I4 6 44= 7 __ 4x10= 2x4 11 3x8 11 6x6 5-7-4I 13-1-4 I 18-6-0 1 5-7-4 7-6-0 5-4-12 Plate Offsets(X,Y)-- (1:0-3-2,Edge1,[1:0-0-0,0-1-131,[2:0-4-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Udell L/d I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.07 7-10 >976 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.11 6-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.29 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:87 lb 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 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 5=569/Mechanical,7=540/0-3-8,1=359/0-5-8 Max Horz 1=110(LC 12) Max Uplift 5=-232(LC 9),7=130(LC 9),1=-137(LC 12) FORCES. (Ib)-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-424/249,2-3=-701/295,3-4=-701/295,4-5=-520/259 BOT CHORD 1-7=-291/341,6-7=-395/605 WEBS 2-7=-418/222,3-6=-312/245,4-6=-321/763 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-0-0,Exterior(2)8-0-0 to 12-2-15,Interior(1)12-2-15 to 18-4-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate %%1111111/g grip DOL=1.60 ,%S' J_'U S (F///// 2)Provide adequate drainage to prevent water ponding. � truss • • F .• 3)This has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ., •••,G E N s"• •�• 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 • \• F•••• . 0. will fit between the bottom chord and any other members. • :• • i 5)Refer to girder(s)for truss to truss connections. 34869 • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) • 5=232,7=130,1=137. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum ='0 / y/ C'r. sheetrock be applied directly to the bottom chord. O; •" ,i , ;il/ i •0i'tC , O R,o r\ �• ft :4/. /��,'ONA'v- os Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MITek®connectors.Ibis design Is based only upon parameters shown,and Is for an Individual bolding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall bolding design. Bracing indicated is to prevent truckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stab6ity and to prevent collapse with possible personal Wry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems seeANS/lP//QualyCthtb,DS8d9 and SCSI ADldhp Component 6904 Parke East BNd. Safety intennallogrivailable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type a Qty Ply T14392550 15560T0 T24 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:19 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-adGMVjgvmzSllpCB19BOLb4L7g5wJ5641w7KeZz2jD6 5-7-4I 10-0-0 I 14-1-4 I 18-6-0 5-7-4 4-4-12 4-1-4 4-4-12 Scale:3/8'=1' 6x6 II 2x4 11 4x5---=-- 3 3 13 4 14 5 4.0012 Olt mu re r 4x5 2 1 i 12 I 1 _ Os „ 0 7 6 3x8 ll 8 4x10= 4x5= 4x5= 6x6= 5-7-4 10-0-0 18-6-0 5-7-4 I 4-4-12 l 8-6-0 Plate Offsets(X,V)-- [1:0-0-0,0-1-131,[1:0-3-2,Edge1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.12 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.24 6-7 >646 180 BCLL 0.0 * Rep Stress Incr YES WB 0.31 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight 92 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 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 6=527/Mechanical,8=679/0-3-8,1=262/0-5-8 Max Horz 1=137(LC 12) Max Uplift 6=-203(LC 9),8=-193(LC 12),1=-44(LC 12) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-564/170,3-4=-485/181 BOT CHORD 6-7=-196/424 WEBS 2-8.-564/297,2-7.-97/311,4-6=-514/262 NOTES- 1) OTES1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-0-0,Exterior(2)10-0-0 to 14-1-4,Interior(1)14-1-4 to 18-4-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip �t t I I IIIc DOL=1.60 •S��vL1U S 1. .. I', 2)Provide adequate drainage to prevent water ponding. •% S . F •jam 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •% .•••\(,E Ns'. . 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 ,• •• F•••. o will fit between the bottom chord and any other members. : No 34869 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) . -- 6=203,8=193. * 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 -- 13• •r •CC sheetrock be applied directly to the bottom chord. i 4/ i .ice ••4 0 R ,� •.c..> ;370NA�E`%%% Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with Webb 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,seeANS1/IPII Quality C/etta DS8-89 and ICSIIuIdetg Component 6904 Parke East Blvd. Safely Infolmationavaliable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tanya,FL 33610 Job Truss Truss Type ' ' Qty Ply T14392551 15560T0 T25 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:20 2018 Page 1 I D:o7oVPOORbQC9BoD6udD89DzOW DY-2ggkj3rXXHacvznNJsiduodW B4UN2ZkEFattA?z2iD5 5-7-4 12-0-0 18-6-0 I 5-7-4 6-4-12 6-6-0 Scale=1:31.6 6x6 II 4x5= 3 13 14 15 4 a 4.0012 12 4x5 2 ;- 11 Sell 1140 1 _ e� c ii • I • G •.,.>,,, i_, //J/Ri,JJ 0 6 5 3x8 II 7 4x10= 2x4 II 4x5= 6x6= 5-7-4I 12-0-0 I 18-6-0 5-7-4 6-4-12 6-6-0 Plate Offsets(X,Y)- (1:0-0-0,0-1-13),(1:0-3-2,Edge) LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.07 5-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.22 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-AS Weight:92 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 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 5=515/Mechanical,7=716/0-3-8,1=236/0-5-8 Max Horz 1=164(LC 12) Max Uplift 5=-188(LC 9),7—202(LC 12),1=-32(LC 12) Max Gray 5=516(LC 21),7=716(LC 1),1=237(LC 21) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-529/154,3-4=-433/187,4-5=-456/240 WEBS 2-7.5681317,2-6=-90/281,4-6.212/485 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-0-0,Exterior(2)12-0-0 to _ttte t+11111111 16-2-15,interior(1)16-2-15 to 18-4-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ,•% 0L�U S 1,, i1/10•F grip DOL=1.60 ., ....... F I •: 3)Provide adequate drainage to prevent water ponding. � ••••"C E Ns**. • • 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • V F•••• �0 • 0 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 • • 34869 will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. : *• 'A. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except Qt=lb) 0, **4 : *' 5=188,7=202. ='0..8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum •• .i I <(/: sheetrock be applied directly to the bottom chord. 'r•0 • 4Z •#,,,,--,All 4 0 RIV!'". '/O N A' N% lt Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: June 26,201E V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Apt-7473 rev.10/13/2015 BEFORE USE. �i 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 applicablity of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' 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,seeANVIWf arle/y Cdtedo,DS8-a9 and BCS/Buldetg Component 6904 Parke East Blvd. Safety 8,folmafpmvallable from Tries Plate Institute,218 N.Lee Street.State 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type y f' Qty Ply I T14392552 15560T0 T26 COMMON SUPPORTED GAB 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:21 2018 Page 1 I D:o7oVPOORbQC9BoD6udD89DzOW DY-W ON7wPs9IbiTX7MasZDs009n8Uv6n1 ONU EcRiRz2j D4 6-2-8 13-5-0 6-2-8 I 7-2-8 5x6= Scale:1/2'=1' 6 III 7 6.0012 5 8 4 2t 20 , Y 9 3 4x5 i01 2 N ` 10 1 11011 41 la11 C • of o1111) TT. 3x6 II 19 lB 17 16 15 13 12 3x4 13-5-0 13-5-0 Plate Offsets(X,Y)-- [1:0-2-8,0-0-51 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc.) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Ina YES WB 0.07 Horz(CT) 0.00 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:67 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. Ail bearings 13-5-0. (Ib)- Max Horz 1=82(LC 11) Max Uplift All uplift 100 lb or less at joint(s)1,11,17,18,19,15,14,13,12 Max Gray All reactions 250 lb or less at joint(s)1,11,16,17,18,19,15,14,13,12 FORCES. (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. :)Wi,_- ----- :.:,,, :_ i30.1.,;,_-_i3 - - = -- - - i,--- - < - - - t-- --- cliiiiiii.iiv'vL � evir= '-vvv'..:�v""""_'"'+�.��«_�moi.:i"""" v,.,�=v. =v ,=t U=iJIi,L=� _' 'vQt. :-ice, �., y�..�.� r..,, l: ::: ,.�M,i ,.. .:: :.vrai,�. .��_ II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 6-2-8,Comer(3)6-2-8 to 9-2-8,Exterior(2)9-2-8 to 13-2-9 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 `,111111111/,1, Gable End Details as applicable,or consult qualified building designer as per ANSI/IPI 1. ,•4%‘ \3L1U S LF ii, 4)All plates are 2x4 MT20 unless otherwise indicated. �• S F lee 5)Gable requires continuous bottom chord bearing. •: .••\G E N S+•• ••ice 6)Gable studs spaced at 1-4-0 oc. �� V F•••. • 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. : 8)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide = *:• 34869 • 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)1,11,17,18,19, 15,14,13,12. I .. ♦'OAF . OR‘�P'G�� ,�,/rO N A'E 11�� Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 i 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 MITekG/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 Mired( is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/WI1 Quality Clfrrda,DSB-89 and BCS/Budding Component 6904 Parke East Blvd. Safely hfamaltonavdiable from Truss Plate Institute,218 N.Lee Street.Suite 312,Nexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T14392553 115560T0 T27 Common Structural Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:22 2018 Page 1 I D:o7oVPOORbQC9BoD6udD89DzOW DY-_CxV8ltn3ugK9GwmQHk5zDiuit6KW M DXjuM_Euz2jD3 12-2-8 18-2-0 24-5-0 1 II 12-2-8 5-11-8 -6-3-0 5x6= Scale:1/4"=1' 11 12 4x511 g 14 •y 4x10= 15 39 7 • ,. 5 16 6.00 12 2 3 r 17 r'iy'' 18 E • • 19 10 '3 4x6 .--:- 20 4x10 21 '. -------------------------------------------- tx5 Ia • 33 32 :43x6 I I 3x4 II 4x10= 31 30 29 28 27 26 25 24 23 7x6= 8-2-13 13-1-4 16-2-3 24-5-0 8-2-13 4-10-7 i 3-0-15 8-2-13 Plate Offsets(X,Y)-- [1:0-2-0,0-2-0],[2:0-4-12,Edge],f3:0-2-4,0-1-13],122:0-8-10,0-2-01,122:0-3-9,0-0-5] LOADING (psf) 1 SPACING- 2-0-0 CSI. I DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.20 32-33 >759 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.36 32-33 >426 180 BCLL 0.0 ` Rep Stress Incr YES W8 0.61 Horz(CT) 0.01 22 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:184 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 2x6 SP No.2`Except` JOINTS 1 Brace at Jt(s):10,6 1-32,13-32:2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 1-7-3 REACTIONS. All bearings 11-7-4 except Qt=length)33=0-5-8. (Ib)- Max Horz 33=-171(LC 10) Max Uplift All uplift 100 lb or less at joint(s)33,28,27,26,25,24,31 except 30=-424(LC 3),23=-120(LC 12) Max Gray All reactions 250 lb or less at joint(s)22,29,28,27,26,25,24,23,22 except 33=536(LC 1),31=737(LC 1),31=737(LC 1) -max. ---r _-, z_n Ail;----- i )Oi i5.55- - ps V.ttEiri FAT:iii.':. TOP CHORD 1-2=-623/140,11-12=-272/97,12-14=-320/0,14-15=-266/45,15-16=-251/29, 16-17=-255/0,17-18=-254/0,18-19=-254/0,19-20=-255/0,20-21=-251/0,21-22=-266/0, 133=-467/193,2-3=422/179,3-4=-395/262,4-6.417/278,6-8=-435/291, BOT CHORD32-33=-153/342 10-13=-418/278,3-5=-369/0,5-7=-366/0,7-9=-361/0,9-11=-353/0 ,`,,.0111111.1.,ir. t/ WEBS 13-31=-5081424,12-13=-255/330,1-32=0/351,13-32=0/673 ,♦% ,1J�......0 S ,',jam NOTES- ��♦, .••�'`Ci E N SF ••. 'ji 1)Unbalanced roof live loads have been considered for this design. : .• - 34869 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. = * • / II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 12-2-8,Exterior(2) 6-10-7 to 7-3-3,Interior(1)12-2-8 to 24-5-0 zone;end vertical left exposed;C-C for members and forces&MW FRS for reactions • shown;Lumber DOL=1.60 plate grip DOL=1.60 ;-0. / ;CC 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 p ';/ . " ;k/ Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. e 0 . �k/ 4)All plates are 2x4 MT20 unless otherwise indicated. pie�� • 0 R,Q Q:• ;,♦♦� 5)Gable studs spaced at 1-4-0 oc. •_ ```�? 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1,/, L` ‘' 7)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide I, N A� 0 will fit between the bottom chord and any other members. 41111110* 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)33,28,27,26,25, Julius Lee PE No.34869 24,31 except(jt=lb)30=424,23=120. MiTek USA,Inc.FL Cert 6634 9)This truss design requires that a minimum of 7/16°structural wood sheathing be applied directly to the top chord and 1/2°gypsum 8904 Parke East Blvd.Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date: 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 26,2018 tea. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND WCLUDED MITEK REFERANCE PAGE III-7473 rev.10/032015 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 applicablity of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' 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,seeANS(/►PII Orally CIM/b,DSB•49 and BCS/Beading Component 6904 Parke East Blvd. Safety Nlbimallanovallabie from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • • Qty Ply T14392554 15560T0 T28 Common 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:23 2018 Page 1 I D:o7oV POORbQC9BoD6udD89DzOW DY-SPVtL5uQgCyBmQVy_FKV RF36H W iFpCgxY6XnKz2jD2 6-3-0 12-2-8 18-2-0 24-5-0 6-3-0 5-11-8 5-11-8 6-3-0 5x6= Scale=1:45.2 3 dell 6.00 12 12 13 4x5 i 4x5 2 _ 4 1 4,"11 14 4x5 4x5 if: 1 5 •Y 4 10 9 8 7 6 2x4 II 4x5= 7x10= 4x5= 2x4 II 6-3-0 12-11-8I 18-2-0 I 24-5-0 6-3-0 6-8-8 5-2-8 6-3-0 Plate Offsets(X,Y)— (1:0-2-4,0-2-01,13:0-3-0,0-2-41,(5:0-2-4,0-2-01,(6:0-2-0,0-0-81 LOADING(psf) I SPACING- 2-0-0 CSI. I DEFL, in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.03 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.07 8-9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.63 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:138 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.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 REACTIONS. (lb/size) 10=401/0-5-8,8=1200/0-3-8,6=329/0-5-8 Max Horz 1 u=-182(LC 10) Max Uplift 10=-102(LC 12),8=-322(LC 12),6.83(LC 12) Max Gray 10=423(LC 21),8=1200(LC 1),6=363(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-468/150,3-4=0/301,4-5=-358/103,1-10=-366/179,5-6-302/152 BOT CHORD 9-10=-115/288,8-9=-62/394,7-8=-24/255 WEBS 3-8=-504/175,4-8=-506/241,2-8=-549/243,2-9=0/259 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-2-8,Exterior(2) 12-2-8 to 15-2-8,Interior(1)15-2-8 to 24-3-4 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for `11111111/ ,, reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `,01 IU S L�lie•i 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,� • F �j 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 E N S6'••••• •ice 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)6 except at-Ab) 34 869 10=102,8=322. , • * • •• 6)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2'gypsum . OP • •• sheetrock be applied directly to the bottom chord. r • i,O -'44/iA � �P �• F, 1 �R� ''C� • d . .,Oi,:0NA' ..0 iiiiimJulius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MITek®connectors.This design 5 based only upon parameters shown,and is for an individual buiding 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. Brachg 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 possble personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeAN$f/IPIl Qualy Chub,0511.89 9 and SCSI Adding Component 6904 Parke East Blvd. Safety IntommRorgvdlable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 • Job Truss Truss Type •I Qty Ply T14392555 1556010 129 Common 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:26 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-s_B?z6w177KmduEXf7p173saXVXQSAx6eVKCOfz2jD? 6-3-0 I 12-2-8 I 18-2-0 I 24-0-0 6-3-0 5-11-8 5-11-8 5-10-0 5x8= Scale=1:45.0 3 6.00 Fli 12 13 4x5 i 4x5 2 4 .: rillioNli 14 11 4x5 4x5- 5 1 i 0 Zr a to 9 8 7 6 2x4 II 4x5= 7x10= 4x5= 2x4 II 6-3-0I 12-11-8 I 18-2-0 24-0-0 6-3-0 6-8-8 5-2-8 5-10-0 Plate Offsets(X,Y)-- 11:0-2-4,0-2-01,13:0-3-0,0-2-41 LOADING(psf) SPACING- 2-0-0 ! CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.03 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.07 8-9 >999 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(CT) 0.01 6 rite n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:136 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 REACTIONS. (lb/size) 10=404/0-5-8,8=1181/0-3-8,6=311/Mechanical Max Horz 10=-170(LC 10) Max Uplift 10=-98(LC 12),8=-326(LC 12),6=-74(LC 12) Max Gray 10=424(LC 21),8=1181(LC 1),6=348(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-469/141,3-4=-0/294,4-5=-334/102,1-10=-367/174,5-6=-291/145 BOT CHORD 9-10=-95/280,8-9=-51/390 WEBS 2-9=0/258,2-8=-547/242.3-8=-501/175,4-8=-477/232 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-2-8,Exterior(2) 12-2-8 to 15-2-8,Interior(1)15-2-8 to 23-10-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions '1%.‘1111111111. %.ttiII1f11111. • shown;Lumber DOL=1.60 plate grip DOL=1.60 ,•�� 00U S CF 1,t ' 3)This truss has been designed for a 100 psf bottom chord live load nonconcurrent with any other live loads. � S ....... F e• 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . .•'\ r E N S•• •i will fit between the bottom chord and any other members. , •• \- �•.• ce. 0. 5)Refer to girder(s)for truss to truss connections. 1. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,6 except 3 4 8 6 9 (Jt=lb)8=326. *•, I •' 7)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2'gypsum _ : sheetrock be applied directly to the bottom chord. / Cr i t'Ii5.,•< 0R0). r,s• • i,S�f0NA; \„.\0 ,,%0 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 4 r A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE. �t Design valid for use only with Milek®connectors.This design Is based only upon parameters shown,and Is for an individual building corriwnent,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 Mile k- 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/IPII CuafyCrhrh,DS8d9 and ACs!luldk y Component 6904 Parke East Blvd. Salsify btfama/bnavdlabie from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type a Qty Ply T14392556 15560T0 T30 Common 9 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:29 2018 Page 1 I D:o7oVP0ORbQC9BoD6udD89DzOW DY-HYs8c8yAP2€KULz6KFMkliU2EiVvfR9ZKTZsz_z2jCy 6-3-0 12-2-8 18-2-0 24-0-0 6-3-0 I 5-11-8 I 5-11-8 i 5-10-0 6x6= Scale=1:44.7 3 01-4 6.0012 11/d111\ 1 12 4x5 i 4x5 2 4 / , 13 10 • 3x4 I I 3x4 I I ogee 5 1 N V •l Li II u o 8 14 15 7 4x5= 6x6= 4x5= 4x56 8-2-13 16-2-3 24-0-0 1 8-2-13 I 7-11-6 7-9-13 Plate Ott sets(X,Y)-- [9:0-2-4,0-2-0] LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.16 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.25 7-8 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.98 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-AS Weight:133 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 WEBS 1 Row at midpt 2-9 REACTIONS. (lb/size) 9=948/0-5-8,6=948/Mechanical Max HOrZ 9=-1 70(LU 10) Max Uplift 9_248(LC 12),6=-250(LC 12) FORCES. (lb)-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-366/180,2-3=-1242/492,3-4=-1207/485,4-5=-267/155,1-9=-299/198 BOT CHORD 8-9=-335/1186,7-8=-164/828,6-7=-314/1087 WEBS 2-8=-260/224,3-8=-129/494,3-7=-110/436,2-9=-1051/314,4-6=-1107/347 NOTES- .. . i -.. . .. i ij UT;OdicSr 8v r�d;,re iOaOS;,a.8 v��C:, rum c.:r,..,.._.C,`;;y�. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=l Olmph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-2-8,Exterior(2) 12-2-8 to 15-2-8,Interior(1)15-2-8 to 23-10-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �{/I1I111Il/1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,��+U S ��•/,•, 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `% ........ $' ,• will fit between the bottom chord and any other members,with BCDL=10.Opsf. •• .••.C E N s'•• •i 5)Refer to girder(s)for truss to truss connections. • •" F•"•. ce 0 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt_lb) • ,,• • 34869 9=248,6=250. • 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 *: op ..* =: sheetrock be applied directly to the bottom chord. * / • _.. 13 .,/1ON M ,, '�c``•- Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 A WARNING-Notify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE hit 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 tot stability and to prevent collapse with possible personal!Nifty and property damage. For general guidance regarding the fabrication,storage,delivery,erection and brachtg of trusses and truss systems,seeANSj1P/1 Dually CANNb,DSB-89 and ICJ/Duldltp Companion, 6904 Parke East Bled. Sandy brftnnallo avdiable from Truss Plate Insittute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 1 Job Truss Truss Type ' Qty Ply 1 T14392557 15560T0 T31 Common 4 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:30 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-IIQW pUzpAMgB6VYluylzIv 1 Dv6g902diY7I PW Qz2jCx 6-3-0 12-2-8 18-2-0 24-5-0 I 6-3-0 I 5-11-8 I 5-11-8 6-3-0 6x6= Scale=1:44.9 3 a 6.00 I 1 11 )11N11111110: 4x5 i 4x5 2 4 - \ 4.44.' 10 ` 13 3x4 II i " 3x4 II 1 5 Io _ 1- L_,, 8 14 15 7 M 4x5= 6x6 6x 4x56 I 8-2-13 I 16-2-3 I 24-5-0 8-2-13 7-11-5 8-2-13 Plate Offsets(X,Y)-- 16:0-2-4,0-2-01 19:0-2-4,0-2-01 LOADING (psf) SPACING 2-0 0 I CSI. DEFL. in (lot) Udefl LICI PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.17 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.25 7-8 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.33 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:135 lb 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 WEBS 1 Row at midpt 2-9,4-6 REACTIONS. (lb/size) 9=965/0-5-8,6=965/0-5-8 Max Horz 9=-182(LC 10) Max Uplift 9=-253(LC 12),6=-253(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=368/180,2-3=-1272/503,3-4=-1272/503,4-5=-368/180,1-9=-300/198, 5-6=-300/198 BOT CHORD 8-9=-355/1217,7-8=-184/862,6-7=-350/1168 WEBS 3-7=-129/490,4-7=-258/223,3-8=-129/490,2-8=-258/223,2-9=-1079/322, 4-6.-1079/323 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-2-8,Exterior(2) ``1111111111 j��' 12-2-8 to 15-2-8,Interior(1)15-2-8 to 24-3-4 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for `,s1 �L�U$ ( . I�� reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� F �j 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �• •(,E N 3'•. •• 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 �� •• \- F • o will fit between the bottom chord and any other members,with BCDL=10.Opsf. . • 34869 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) = * • ••: 9=253,6=253. ,. .. 6)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2'gypsum sheetrock be applied directly to the bottom chord. "0 ; r • � 111/111110 i Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 t ► V 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 MiTek2�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 IDE 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 .MiTeke 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,seeM /IPII Orally Cil dv DSI-89 and ICX Wading Compon.nt 6904 Parke East Blvd. Silly N(olmalo►gvailable horn Truss Plate Institute,218 N.Lee Street,Suite 312,Nexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type ' Qty Ply T14392558 15560T0 T32 Hip Girder 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:34 2018 Page 1 I D:o7oVPOORbQC9BOD6udD89DzOW DY-dW g1 frOJEaLdb6r47oyvSlCyBjCJKonITIGdfBz2jCt 4-0-0 6-10-8 8-2-8 9-6-8 10-10-8 12-2-8 13-6-8 14-10-8 16-2-8 17-6-8 20-5-0 24-5-0 4-0-0 I 2-10-8 11-4-0 i 14-0 I 1-4-0 11-4-0 1-4-0 1-4-0 f 1-4-0 1-4-0 I 2-10-8 f 4-0-0 f 5x6= Scale=1:47.3 NAILED 3 NAILED NAILED 371.104010.1:1101%011: 711^ 38 NAILED 9 r 1 I17 NAILED Special NAILED 7 .19 NAILED 7x10: 5x6 5 •i 21 5x6 Special 600.12 36 • I I I 39 7x10 2 ` I ^r " de' id8 1�_ 148 +del 1 ,I -re �. 23 1i 3 �;'� IOx12=ll AIIIIIIIIIIIIIbk-* M► 4x5- 4x5 7 1111141111111111911 24 .61110 q G 1. I I 11 I rl� r r 31 30 29 28 34 27 35 26 25 3x5 II 5x6— NAILED 4x5= NAILED 7x10= NAILED 4x5= NAILED 5x6_ 3x5 I I Special NAILED NAILED NAILED Special 4-0-0I 8-2-8 12-2-8 I 16-2-8 20-5-0 I 24-5-0 4-0-0 4-2-8 4-0-0 4.0-0 4-2-8 4-0-0 Plate Offsets()(,Y)-- 12:0-3-0,Edge),[3:0-0-12,0-0-01,16:0.6-0,0-2-81,118:0-6-0,0-3-81,122:0-0-4,Edge1,123:0-3-0,Edgel,125:0-2-12,0-1-8,131:0-2-12,0-1-8) LOADING (psf) SPACING- 2-0-0 I CSI. DEFL in (roc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.10 28-29 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.14 28-29 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.64 Horz(CT) 0.05 25 ria n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:195 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 4-0-9 oc purlins, 2-18,18-23:2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-11-9 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):18,6,12 FIEAC auris. (ibisize) 31=1392/0-5-8,25=1392/0-5-8 Max Horz 31=170(LC 7) Max Uplift 31=-615(LC 8),25=-615(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=2000/927,2-3=-2271/1125,3-4=-1369/760,4-6=-1369/760,6-8=-1092/584, 8-10=-1092/584,10-12=-1092/584,12-14=-1092/584,14-16=-1092/584,16-18=-1092/584, 18-20=-1341/738,20-22=-1341/738,22-23=-2259/1115,23-24=-2001/927, 1-31=-1346/628,24-25=-1346/628,3-5=-1013/432,5-7=-976/459,7-9.-995/505, .,,,::,., - I I 07 3 37 :: :307;t747, i7-i. 997150G, 19-21=-990/470,21-22=-1032/447 BOT CHORD 29-30=-743/1729,28-29=-1000/2240,27-28=499/2236,26-27=-744/1730 WEBS 2-29=-309/614,6-28=-385/217,12-28=-243/543,18-28=362/218,23-27=-296/597, 1-30=-734/1666,24-26=-73511667,12-13=-371/670 ♦ ,`j j1111111111j , ,, NOTES- ,,,• JLI .. LE- Fi 1)Unbalanced roof live loads have been considered for this design. ♦ C,E N 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=4ft;Cat. � %•V\ SF•••• .• II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 34869 3)Provide adequate drainage to prevent water ponding. = * * = 4)All plates are 2x4 MT20 unless otherwise indicated. = 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ... • er will fit between the bottom chord and any other members. ." • 0 :ij 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) i 0 K(J 31=615,25=615. .�' Q;: ♦� 8)Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. #j�s• 0 R'0,..•`(,..♦ (0.148"x3.25')toe-nails 10)Hanger(s)or ottes her connection d(0.148"evice(s)e(s)shallll be provided sufficient to per concentnes.rated load(s)209 lb down and 235 lb up at ,//l,, O N AX- ,t.0'%` 4-0-0,and 209 lb down and 235 lb up at 20-5-0 on top chord,and 83 lb down and 53 lb up at 4-2-2,and 83 lb down and 53 lb up 1j/11111111 at 20-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. Julius Lee PE No.34869 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 LOAD CASE(S) Standard Date: June 26,2018 Continued on oane 9 / 0 WARNING!-Mintydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIl-7473 rev.10/0312016 BEFORE USE. 1111 Design valid for use only with Muck®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 weh possible personal injury and property damage. For general guidance regarding the fabrlcatlon,storage,delivery,erection and bracing of trusses and truss systems,seeAllW/7MI Gunny Climb.Glade and OCX eultding Component 6904 Parke East Blvd. Safely bdommeonavdlabie from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexarxiria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply TI4392558 15560T0 T32 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:34 2018 Page 2 I D:o7oVPOORbQC9BoD6udD89DzOW DY-dW g1 frOJ EaLdb6r47oyvSICy8jCJKonITIGdfBz2jCt LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-2=-60,2-3=-60,22-23=-60,23-24=-60,25-31=-20,3-13=-60,13-22=-60 Concentrated Loads(Ib) Vert:30=-64(F)2=-113(F)29=-25(F)28=-25(F)27=-25(F)23=-113(F)26=-64(F)13=-47(F)7=-47(F)19=-47(F)32=-25(F)33=-25(F)34=-25(F)35=-25(F)36=-47(F) 37=-47(F)38=47(F)39=-47(F) • A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1I-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekc6)connectors.This design is based only upon parameters shown,and is for an individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall ;� building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSVIPII Qua/yCtNth,DS11-89 and ICJI Budding Component 6904 Parke East Blvd. Safety ki/pnnatbtgvdlable from Truss Plate institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • 1 Qty Ply T14392559 15560T0 T33 Common Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:38 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-W HVYVD3glpr33k9rMeOrcbMgclagGautONEqoyz2jCp 1-7-14 I 6-8-11 I 11-9-8 I 15-0-13 I 19-2-3 23-7-0 i 1-7-14 5-0-13 5-0-13 3-3-5 4-1-5 4-4-13 5x6= THIS TRUSS IS NOT SYMMETRIC. Scale=1:48.7 PROPER ORIENTATION IS ESSENTIAL. 5 it 6.001. 5x12 6 4x5 i 4 A��, 1. 4x5 4x5 i 5x6 i 4• 23 ' 8x6 to A. 1 9 A/ $ nn nn �� nn nn �� nn n ,C I• 111114 nn 17 99 27 28 29 30 31 11 33 34 35 1 15 14 13 3212 10 2x4 II THD26 7x6= THD26 THD26 8x10= 3,6 II 8x10= 2x4 II JUS24 4x10 II 4x10 II THD26 THD26 Special JUS24 THD26 THD26 THD26 JUS24 THD26 1-7-14I 6-8-11 I 11-9-8 I 15-0-13 X16-2-0I 19-2-3 23-7-0 1-7-14 5-0-13 5-0-13 335 1-1-3 3-0-3 4-4-13 Plate Offsets(X,Y)-- [1:0-3-12,0-0-4),[6:0-3-7,0-2-81,[9:0-7-9,0-0-4),[11:0-5-0,0-4-121,[12:0-3-12,0-1-81,[13:0-5-0,0-4-8),[14:0-3-0,0-4-41 LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.05 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.10 13-14 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.76 Horz(CT) 0.01 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:369 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3*Except* 6-0-0 oc bracing:12-13,11-12. 6-12:2x6 SP No.2 OTHERS 2x6 SP No.2 LBR SCAB 6-12 2x6 SP Not one side SLIDER Left 2x8 SP No.2 1-6-0,Right 2x8 SP No.2 1-6-0 REACTIONS. All bearings 0-5-8 except at--length)15=0-3-7,12=0-6-4(input 0-5-6+bearing block). (Ib)- Max Horz 1=138(LC 7) Max Uplift All uplift 100 lb or less at joint(s)except 9=-333(LC 8),15=-i338(LC 8), 12=-3505(LC 8) Max Gray All reactions 250 lb or less at joint(s)1 except 9=1156(LC 18),15=4383(LC i), i 2=' t'-'-' i) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-2862/760,4-5=-1005/317,5-6=-983/332,7-9=-1200/401 BOT 13-1 2 WEBS 3-15=-2065/736, 3-15=-2065/770?3-14=-7162517,5273 64-14=-497/1911, -4-13=-2145/650, -2115/025. 3=-=-295/89 ,�%•st ,1US,`��• ,ee�j �.` .•'\CENS �,i NOTES- `. •' \' F••••• i 1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: No 34869 Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 11-6 2x4-1 row at 0-3-0 oc,2x6-2 rows staggered at 0-9-0 / r * • OF 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to 7 * / ,./,( ' r,4 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. i 11/ 3)Attached 5-1-13 scab 6 to 12,back face(s)2x6 SP No.2 with 2 row(s)of 10d(0.131"x3")nails spaced 9"o.c.. e�' O ,Q Q:•��.: 4)Scab(s)6 to 12 to provide bearing enhancement at jt.12,a cluster of 12(total in each face)evenly spaced-10d(0.131"x3")nails are `S►''• R ▪ ``• �?,.� required within 12"of jt.12.Bearing is assumed to be SP No.2. I S/ S.•s• 5)Unbalanced roof live loads have been considered for this design. ��ii• N''4 1%% 6)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 Julius Lee PE No.34869 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MiTek USA,Inc.FL Cert 6634 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 6904 Parke East Blvd.Tampa FL 33810 will fit between the bottom chord and any other members. Date: 9)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify June 26,2018 CoraanneilleoftheariAa surface. 1 Al WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE Mit-7473 rev.1W03J2015 BEFORE USE. lit Design valid for use only with MlTeke connectors.This design ts 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. Wacing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M[lT ek 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/IPII Quay CNMdb,DSR-49 and SCSI Building Component 6904 Parke East Blvd. Sabfywaimattonwallable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply T14392559 15560T0 T33 Common Girder 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:38 2018 Page 2 I D:o7oV POORbQC9BoD6udD89DtOW DY-W HVYV D3glpr33k9rMe0rcbMgclagGautONEgoyz2jCp NOTES- 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 333 lb uplift at joint 9,1338 lb uplift at joint 15 and 3505 lb uplift at joint 12. 11)"n"indicates Released bearing:allow for upward movement at joint(s)1. 12)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 0-8-4 from the left end to 16-8-4 to connect truss(es)to back face of bottom chord. 13)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 18-8-4 from the left end to 22-8-4 to connect truss(es) to back face of bottom chord. 14)Fill all nail holes where hanger is in contact with lumber. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)4936 lb down and 1973 lb up at 16-1-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-60,5-9=-60,16-20=-20 Concentrated Loads(Ib) Vert:14=-928(B)11=-4936(F)18=-931(B)22=-329(B)27=-928(B)28=-928(8)29=-928(B)30=-928(B)31=-928(B)32=-928(B)33=-928(B)34=-328(B)35=-328(B) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.TMs 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.seeANWIPII Ovally alada,DSB-89 and BCS/Budding Componr of 6904 Parke East Blvd. Safety hlbnna1 navdlabie from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ) Qty Ply 714392560 1556070 T34 Flat Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:40 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-Sg1Iwv54gQ5mJ1 IDU33JhOSt08D6kPYAshjxsrz2jCn 4-8-6 9-3-0 13-9-10 18-6-0 4-8-6 I 4-6-10 4-6-10 4-8-6 I 5x6= 4x5= • 2x4 i I 6x6= 5x6= Scale=1:33.9 1 2 11 3 12 4 5 i . 1 / • r nn an ' nn nn ° nn nn ILl nn n n j 13 14 9 15 16 8 17 18 7 19 20 6 10 NAILED JUS24yx10= NAILED NAILED 67r8= NAILED 6x6_ NAILED 3x8 MT2OHS it 5x6 II JUS24 JUS24 JUS24 JUS24 JUS24 NAILED NAILED NAILED NAILED JUS24 JUS24 JUS24 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 4-8-6I 9-3-0 13-9-10 I 18-6-0 4-8-6 4-6-10 4-6-10 4-8-6 Plate Offsets(X,Y)-- 16:0-3-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.11 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.18 8-9 >999 180 MT2OHS 187/143 BOLL 0.0 ` Rep Stress Incr NO WB 1.00 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:243 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-10 oc purlins, BOT CHORD 2x4 SP No.1*Except* except end verticals. 6-9:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 i t.AC i IONS. (ib/size) 10=4396/0-3-8,6=4956/Mechanical Max Uplift 10=-i740(LC 4),6=-1953(LC 5) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-3866/1562,1-2=-3729/1471,2-3=4975/1951,3-4=-4975/1951,4-5=-3815/1504, 5-6=-3829/1549 BOT CHORD 8-9=-1492/3776,7-8.-1525/3861 WEBS 1-9=-2064/5234,2-9=-1459/661,2-8=-702/1682,3-8=-262/194,4-8=-667/1589, 4-7.-1410/642,5-7.-2072/5258 NOTES- 1)2-ply truss to be connected together with 10d(0.131N3°)nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-6-0 oc. ,``1111 I I 11111t1,/� 0� Webs connected as follows:2x4-1 row at 0-9-0 oc. ` ,\OU S /.. .. iso 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to `� F ij ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �� ••' G•E•N g•• �. • 3)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. • \-\ F•'•. II;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 • No 34869 4)Provide adequate drainage to prevent water ponding. •• 5)All plates are MT20 plates unless otherwise indicated. • 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. — r * / 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide t X will fit between the bottom chord and any other members. OP 4 8) Refer to girder(s)for truss to truss connections. .. • •ll/� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1740 lb uplift at joint 10 and 1953 lb '��•,•( O R, v.** P.'\�`� uplift at joint 6. '• c? 10)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-10-12 from I, / •••��' %% the left end to 17-10-12 to connect truss(es)to back face of bottom chord. �I�11�N 11/,,�� 11)Fill all nail holes where hanger is in contact with lumber. 12)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 LOAD CASE(S) Standard 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 Continued on nage 9 0 WAEJG-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MA-7473 rev.10/032015 BEFORE USE. tutRN Design valid for use only with Milek®connectors.This design is based only upon parameters shown,and is for an individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Adaltlonai 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.seeANS1//P11 Quality C,Ndp,DSB-89 and BCS/Buldhrg Component 6904 Parke East Blvd. Salify IUc,matanavdlabte from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ~ ' Qty Ply T14392560 15560T0 T34 Flat Girder 1 2 (Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:40 2018 Page 2 ID:o7oVPOORbQC9BoD6udD89DzOW DY-Sgt Iwv54gQ5mJ11DU33JhOStO8D6kPYAshjxsrz2jCn LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=60,6-10=-20 Concentrated Loads(lb) Vert:7=-876(F=-268,B=608)13=-876(F=-268,B=-608)14=-876(F=-268,B=-608)15=-876(F=-268,B=-608)16=-876(F=-268,B=-608)17=-876(F=-268,B=-608) 18=-876(F=-268,B=-608)19=-876(F=-268,B=-608)20=-887(F=-273,B=-614) • 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 pararnelers 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.seeAllp1IIII Qualify Phyla,DS3-19 and BCSlBalding Compon.nt 6904 Parke East Blvd. Safely brfbmralprgvdlable from Truss Plate institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type '' Qty Ply T14392561 15560T0 T35 COMMON SUPPORTED GAB 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:41 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-wsbg7F5iakDdxBtQl maYEE_CDYkpT4oK4LTUGHz2jCm 11-9-8 23-7-0 11-9-8 I 11-9-8 5x6= Scale=1:42.8 10 a 11 6.00 1191 1239 7 3 6 14 5 r i, 15 4 r r 16374x5/ 3 174x5121 i, u _ e _ 1111111 Y V 11 IV 11 11 11 M, to ��llli 3 I 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x6 II 6x6= I 23-7-0 I 23-7-0 Plate Offsets(X,Y)-- [1:0-2-8,0-0-511,12:0-2-5,0-2-0],118:0-2-5,0-2-0],(19:0-2-8,0-2-5] LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Udefi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 19 n/a ria BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:160 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-1-10,Right 2x4 SP No.3 1-1-10 iitAC l IONS. Aii bearings 23-7-0. (Ib)- Max Horz 1=-148(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,19,29,30,31,32,33,34,35,36,27,26,25,24,23,22, 21,20 Max Gray All reactions 250 lb or less at joint(s)1,19,28,29,30,31,32,33,34,35,36,27,26,25,24, 23,22,21,20 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 9-10=-93/278,10-11.-93/284,11-12-80/251 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=2ft;Cat. II;Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 11-9-8,Comer(3)11-9-8 to ,,11111111/111, 14-9-8,Exterior(2)14-9-8 to 23-7-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip ,�� U S (� �I� DOL=1.60 �� ••• F �i� 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry �� • C•E N S•• • Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. • V '..•• 0 •4)All plates are 2x4 MT20 unless otherwise indicated. • No 34869 1. 5)Gable requires continuous bottom chord bearing. • 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide : a ri I, ,' ...• .. will fit between the bottom chord and any other members. •• 0 •'L,(!. 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,19,29,30,31, . i4 ••, <(/ 32,33,34,35,36,27,26,25,24,23,22,21,20. - ••. < 0 R, ,,••• •\�� /ON AL �,"IHIIj11111. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 Ai 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 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 wtth prssbie personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIMI away Climb,DU-89 and BCSI Building Cempon.nf 6904 Parke East Blvd. Sably IMorma/barvallabie from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply T14392562 15560T0 T36 Jack-Closed 9 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:42 2018 Page 1 I D:o7oV POORbQC9BoD6udD89DzO W DY-O393Ka6KL2LUYLScbU5nnRXDl.boXQCYhTJ?C2xjz2jCl 7-4-0 7-4-0 Scale=1:27.8 2 I1 6.00 FiT a 2x4 II 1 P l 4 3 3x8 MT2OHS I I 7-4-0 7-4-0 Plate Offsets(X,Y)-- (4:0-3-8,Edge) LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.14 3-4 >600 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.26 3-4 >330 180 MT2OHS 187/143 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(CT) 0.11 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:24 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 REACTIONS. (lb/size) 4=285/0-5-8.2=202/Mechanical.3=83/Mechanical Max-iorz 4=174(LC i Id) Max Uplift 4=-19(LC 12),2=-140(LC 12) Max Gray 4=285(LC 1),2=202(LC 1),3=133(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=49;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 7-3-4 zone;end vertical 2)All plates are MT20 plates unless otherwise indicated. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11111111/84., 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) •..,�•� �j� 2=140. ...16U.•••� E• 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum F•••• sheet rock be applied directly to the bottom chord. N O 34869 *� :* • ;7/0 NA� 110x. Julius Lee PE No.34869 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33810 Date: June 26,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/0312015 BEFORE USE. Design valid for use only with 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,seeA111SIjiPII QuaatyCNNlia,DSR-89 and ECM Beading Component 6904 Parke East Blvd. Safety Into/ma/bnuvdiable from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type ~ Qty Ply T14392563 15560T0 T37 Common 9 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:43 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-tFjRYw7y6LTLAVI o9BcOJe4UALKaxvcdYfybTAz2jCk 6-0-8 11-9-8 16-0-0 6-0-8 I 5-9-0 I 4-2-8 5x6= Scale=1:41.6 3 i_i 11 6.00 I12 10 12 4x5 4 4x5 2 / 9 N Z 4x5 v 11: 44%. / 14 7 6 5 2x4 :1 6x6= 4x10= 2x4 11 6-0-8I 11-9-8 I 16-0-0 6-0-8 5-9-0 4-2-8 Plate Offsets(X,Y)-- 11:0-2-4,0-2-01 LOADING(psi) SPACING- 2-0-0 I CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.02 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.06 6-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.41 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:100 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 REACTIONS. (lb/size) 8=628/0-5-8,5=628/Mechanical Max Horz 6=184(LC 12) Max Uplift 8=-137(LC 12),5.193(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-823/235,2-3=-425/184,3-4=-387/196,1-8=-572/229,4-5=-595/291 BOT CHORD 6-7=-299/669 WEBS 2-6=-449/221,1-7=-69/499,4-6=-165/448 NOTES- 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24tt;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-9-8,Exterior(2) 11-9-8 to 14-9-8,Interior(1)14-9-8 to 15-10-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,1‘111111111,1, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `SO OV.IU S ��iI/,� 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 ,� F ,, will fit between the bottom chord and any other members. .' .••\G E N s+'• ••ice 5)Refer to girder(s)for truss to truss connections. ♦♦ •' V F•••. • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 34869 8=137,5=193. .. *:• 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. - :-0; / , kt''wi „� P . r 'v1. PJ 41 C� .• IP, 1$141tk4 0 R 1 ‘-'..*Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,201E 4 i mit a WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10/032015 BEFORE USE. r.� 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 wIh possbrle personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeA11W/1P/i Qualy civ.,DSII-I9 and ICS/Iuldhp Compotwnf 6904 Parke East Blvd. Safety htonnattonavdlable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria-VA 22314. Tampa,FL 33610 • Job Truss Truss Type ` Qty Ply • T14392564 15560T0 T38 MONOPITCH SUPPORTED 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:44 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-LRGpIG8btfbCofc?jv7Fssck?IlpgSQmnJh9?cz2jCj 5-0-0 I 5-0-0 2x4 II Scale=1:23.0 5 2x4 11 II 8.00 12 4 P. 2x4 I I Lf 3 4x5�i 2 a I MA'i i i i 9 8 7 6 2x411I I 2x411 2x4 11 2x4 1 1 I Plate Offsets()(Y)-- 12:0-1-14,0-2-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Lid 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(CT) n/a n/a 999 BCLL 0.0 • Rep Stress lncr YES WB 0.05 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:31 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-0-10 REACTIONS. All bearings 5-0-0. (Ib)- Max Horz 1=148(LC 12) Max Uplift All uplift 100 lb or less at joint(s)1,6,7,8 except 9=-101(LC 12) Max Gray All reactions 250 lb or less at joint(s)1,6,7,8,9 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-265/215 :; E.::;- 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=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 4-10-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in Gable End Details as applicable,ore consult qualified building designlane of the truss only. For er as per ANSI/TPI(normal exposed to wind to the face),see Standard Industry ``,`,,0t-"S L.,111,, 3)Gable requires continuous bottom chord bearing. • 4)Gable studs spaced at 1-4-0 oc. .., •\C ENS•'•. • . 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • •' V F ' i 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 N O 34869 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)1,6,7,8 except Qt�b)9=101. ... ePot o . .. 4 , .`sS< (DRO)..., C?\i 14 10 N A1-E .t`% Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,201e 0 WARNING-Vastly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Weir®connectors.this design is based only upon parameters shown,and is for an individual balding component,riot a truss system.Before use,the building designer must vedty 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.seeANSlPnl giddily CINdo,DSB-89 and BCSI Molding Componanf 6904 Parke East Blvd. Sandy idMnatbnuvdiable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type + Qty Ply T14392565 15560T0 VO1 Valley I I I [Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:45 2018 Page 1 I D:o7oV POORbQC9BoD6udD89DzOW DY-pdgBzc9Dezj3PpBBGceUO39q W 92rPuly?zRiY2z2j Ci 2-8-0 5-4-0 2-8-0 2-8-0 3x6= Scale=1:29.6 6.00 FIT 2 x4 II oiti 3x4 i 3 1 ,,r- (:).- (6 rhdr ■ ■■ ■ —' 5 4 2x4 I i 3x4= 5-4-0 5-4-0 Plate Offsets(X,Y)-- I1:0-1-0,0-1-81,(2:0-3-0,Edge) LOADING (psi) SPACING- 2-0-0 CSL DEFL. in (loc) Weil Lid PLATES GRIP TCLL 20.0 j Plate Grip DOL 1.25 TC 0.38 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.22 Vert(CT) n/a - n/a 999 BCLL 0.0 ` 1 Rep Stress Incr YES WB 0.11 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 I Code FBC2017/TP12014 Matrix-S Weight:34 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 5=202/5-4-0,4=202/5-4-0 Max Harz 5=172(LC I 1) Max Uplift 5=-60(LC 8),4=-60(LC 9) Max Gray 5=211(LC 18),4=211(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult_130rnph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opst;h=25ft;B=4511;L=24ft;eave=oft;Cat. forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)*Thwill fls truss has been it between the bottom chord Nord andned for a live load of any other member on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,," jiUs `�ili 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,4. ,., �i,/ GENS •• No 34869 - o. •::. * . :: PP ' i :: s.< 0RXO•. 0•`�. i s�Si0 N M-�;```` Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 ma o WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10/032015 BEFORE USE. Design valid for use only with Mitek®connectors.this design is based only upon parameters shown,and is for an individual buNding component,not a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design into the overall balding 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/IPII Quay Cdl da,DS8-09 and WS Au/dhp Component 6904 Parke East Blvd. Safety Hrfonnalbmvailabie from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type • y Qty Ply T14392566 15560T0 V02 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:45 2018 Page 1 I D:o7oVP0ORbQC9BoD6udD89DzOW DY-pdgBzc9Dezj3PpBBGceUO39rY92zPVZV 1zRiY2z2jCi 2-8-0 5-4-0 2-8-0 2-8-0 3x6= Scale=1:21.5 6.0012 2 -\ 3x4 / 3x4 II 3 1 sr lkIIIIIIIIIIIIIIIIIIIkba.-. :: II 54 _ 2x4 11 3x4 ' 5-4-0 5-4-0 Plate Offsets(X,Y)— [1:0-1-8,0-1-81,(2:0-3-0,Edgel LOADING(psf) SPACING- 2-0-0 I CSI. DEFL in (lac) Udofl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) n/a - rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress!nor YES WB 0.06 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/)PI2014 Matrix-SWeight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=202/5-4-0,4=202/5-4-0 Max Horz 5=111(LO 11) Max Uplift 5=-53(LC 12),4=-53(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCp1=0.18;MW FRS(directional)and C-C Exterior(2)zone;end vertical left and right exposed;C-C for members and :o:w,,,w;viiii a io.,c,a�,:,v„5b..:.;, Loo ii_:o,DOL=,.33 va y F:D"__ 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 6)will t between the ttom chord d any other members. Provide echanicallccon connectionby of truss to bearingplate capable of withstanding100 lb uplift at joint(s)5,4. 1��,) t.J S I,*1!I (by others) aP P •♦♦ JouU S C�F e • .♦♦ •'GENS•• •4. No 34869 - : ctiic-Oruelo 'O r • CCk/ • C` ON At- �♦`♦ i',mini�. Julius Lee PE No.34869 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,201E i I 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. ig. Design valid for use only with MiTekm connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the balding designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of 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/IPIl Orally C/felb,DSB-8P and ICSI Balding Component 6904 Parke East Blvd. Safetyllrtolrmafalruvallable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 • Job Truss Truss Type a Qty Ply T14392567 15560T0 V03 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:46 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-HgOZAy9rPGrwl ymNgJAjxHh23ZQE8MV3EdAF4Vz2jCh 2-8-0 5-4-0 2-8-0 1 P-8-0 4x5 II Scale=1:14.4 3 6.00 112 3x4 4 3x4 2 1 „.,,,,,"'-''''''''-' 110 4---Ilipip, Tr r!- 6 6 2x4 11 2x4 11 2x4 I 1 I 5-4-0 5-4-0 Plate Offsets(X,Y)-- [1:0-1-8,0-0-111,[5:0-2-0,0-0-11) LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) n/a - rile 999 BCLL 0.0 ` Rep Stress Incr YES WB 0.01 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-5,Right 2x4 SP No.3 1-6-5 HLAC i/ONS. (ibisize) 1=178/5-4-0,5.178/5-4-0,6-,71i5-4-0 Max Horz 1=40(LC 11) Max Uplift 1=-93(LC 12),5=-93(LC 12) Max Gray 1=178(LC 1),5=178(LC 1),6=135(LC 3) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-185/255,3-5=-184/255 NOTES- ii:.,.wG.u.i'vG"vi:,_;i...,.::ALiL have bee:............................e...u-:y:f. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)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. .01111111/11_11111 1111111I/1, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,��S%J�+U S ��///// 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. • ••''C E.N S'• '.• 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5. �� • F • • No 34869 p. T. .".: 9 ' „ - \1:: //�/Si`,S��4NA�E• �.:`ss • iiin� Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,201E IMMO 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. 1111 Design valid for use only with Mlfek®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. Brachg 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,seeAN5671111 Qua@),Olinda,058-89 and 8Ca adding Compatient 6904 Parke East Blvd. Sandy hlotmanotpvdIable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss TTruss Type IQty Ply T14392568 1556070 VO4 1 Valley 1 1 I Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 8.210 s May 18 2018 MiTek Industries,Inc. Mon Jun 25 16:35:31 2018 Page 1 I D:070VPOORbQC 9B0D6ud D89DzO W DY-4Bsfd6PB59Pmm2ypGDCyT_RnugeSXwr2M EeG5Zz2i5g 1-3-13 2-7-10 1-3-13 1-3-13 6.00 FY Scale=1:6.0 2 3 J I 1 a :o iii i.i.i.i.i.Oeivemeem.e i OOOOOmi weove O owi.P�i i i i s i�i �i.i i Oi.:4 •*:::•0:10•��•O�O•m, 0,•ilii•iii•iii••••1.O••O•••••••400•••••••00••••00••00••t 000••0: ilii••ii•.••iii0•'ii••ii•••••O•O••O•••••000.0• 0•:+: 0•�i i�i i:,:• 0•X0 ••••00••••X0•••�00•�•�•.00•�:,*:+:!::!: O �i i i•:i�Oi i i i:+:i i•••�•••i i•••••i i•�•+:+ ••�.•.cQi•-•.i•!�!i•w!�!i.•!�!�!�!�!�•!�1�.•.•.Q�l�l�.•.•.•!�l�l�.•!�!i.•.•!�!�!�O.wQ�!�lec•!•!•.•.!•01�.•�!•!•!••�•!�!.•�!�!�!i•.wQ�ww.•!J�!i.•.•AA.•.Q�!�A.•. 4x6 2x4 1--___ 1-3-13 2-7-10 1-3-13 1-3-13 Plate Offsets(X,Y)-- (1:0-3-4,0-1-10),(1:0-1-12,Edge),(1:0-1-1,0-0-0),[2:0-0-14,0-1-12],f3:0-1-4,Edgel LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl 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 0.02 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=55/2-6-10 (min.0-1-8),3=55/2-6-10 (min.0-1-8) Max Horz 1=-8(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasa=l Olmph;T CDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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.Opst on the bottom chord in all areas where a rectangle 3-6-0 tali by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 14 lb uplift at joint 1 and 14 lb uplift at 0iifii i i i t iiia jointli 3. LOADCASE(S) Standard �``,,,,,,J G ESN`�� ,',•• i *•5 ••\\ �$. C. ,,i . p • ..,.. No 34869 ,ft • .. =9 . , = . . 4 : : • /4,.: ct.......„,' OR1,0.• (-, ii4io N A,E V.Fos`` Julius Lee PE No.34669 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 k I mll A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN7473 rev.10/032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual bolding component,not a truss system.Before use,the building designer must verify the applicablity of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal Inlay and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII Quality alfalfa.DSI.19 and ICS/bidding Compon.nf 6904 Parke East Blvd. Safely InfomtaHomvailable horn Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job I Truss Truss Type I Qty Ply T14392569 •15560T0 VO5 Valley 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:48 2018 Page 1 I D:o7oV POORbQC9Bo D6ud D89DzO W DY-DC W Kbe B5xu5eGGwmykC BOinNyM5 W cFkMhxfM8Nz2jCf 8-8-0 8-8-0 2x4 I Scale=1:25.9 3 II 6.00112 2x4 II 2 a 7 _ 1 6 1 O n 1 o ul J 5 4 2x4 2x4 U 2x4 H LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DCA_ 1.25 TC 0.24 Vert(LL) n/a - nVa 999 MT2O 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES I WB 0.09 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P j Weight:34 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=123/8-7-8,4=114/8-7-8,5=394/8-7-8 iviaxriorz i=1b2(LU i Zj Max Uplift 4=-45(LC 12),5_154(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-296/311 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp L;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 8-6-4 zone;C-C for members 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ilcchord and any other , Sl5) Provide echanmechanical (by others)of truss to bearing plate capable of withstanding100 lb uplift at joint(s)4 except Ut=lb) %% o jSLIie5=154. %%, J ......... e I , • • • No 34869 ' ▪ * :* -13: t •CC ' k! ' OS ;•.4. 0 R x cl.`":,:o. s. :,...4••s�0NM E0° Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 t I a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-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,seeANSUIPN Quay Cando,DSB-89 and!SCSI Bufding Comp:mu d 6904 Parke East Blvd. Safety Intotmallonavallable from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandda,VA 22314. I Tampa,FL 33610 Job Truss Truss Type )` ICRY Ply i I T14392570 15560T0 V06 Valley 1 1 'Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:48 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-DCWKbeB5xu5eGGwmykCBOinOgM66cFmMhxfM8Nz2jCf 6-8-0 6-8-0 2x4 11 Scale=1:20.1 3 6.00 112 2x4 11 2 6 • 5 4 2x4 2x4 2x4 • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Hate Grip DOL 1.25 TC 0.19 Vert(LL) t✓a - n/a 999 lvIT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a - n/a 999 BCLL 0.0 . Rep Stress Incr YES j WB 0.09 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:25 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. fib/size) 1=27/6-7-8,4=125/6-7-8,5=319/6-7-8 Max Horz 1=i21(LC12) Max Uplift 4=-49(LC 12),5=-125(LC 12) Max Gray 1=50(LC 12),4=125(LC 1),5=319(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-239/304 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opst;BCDL=5.Opsf;h_25tt;B=45tt;L=24tt;eave=4tt;Cat. and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) fls truss has been it between the bottom chord and ned for a live any other members on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 01,v S C�/ I 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) 5=125. • •'•GENS' • •• • • 34869 • C? SS•IONA ,0�s% "IMM Julius Lee PE No.34869 Mitek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 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' ek' 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/IMI Quaid),CIIido,DS8-89 and RCN Building Componont 6904 Parke East Blvd. Safety krtotmattallavaliable from Truss Hate institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ° Qty Ply T14392571 15560T0 V07 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:49 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-hP4io_CjiBDVuQUyVSjQZVJXdmQMLjQVwbPwhpz2jCe 4-8-0 4-8-0 Scale=1:14.4 2 2x4 II 6.00 12 4 • 1 . •--------------------------------•---...------•Litt---...Litt-----•Litt-Litt • 3 2x4 i 2x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Weft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=156/4-7-8,3=156/4-7-8 Max Horz 1=80(LC 12) Max uplift 1=-21(LC 12),3=-61(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 4-6-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. vii tt - _ uuaa:;ua Baa.�::w.�y;�c�1,u v v.J pi";:.:::u�a:::�:.:;.c:....a rvd�:^v^u��,.:: �:..i.�aTiq v.,a...a...a,...,. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. 00111111//%', vL1US CF • \C E.......... .‘'/. r 34869 • = t it e CC . • ./0NAI-.IC."%`‘' 1111►U Julius Lee PE No.34869 MTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,201€ Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/0312015 BEFORE USE. Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the balding designer must verify the applicability of design parameters and property Incorporate this design into the overall [wilding 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/7PII Qualify CiI .D58-d9 and DCSI folding Component 6904 Parke East Blvd. Safety iintoenatlomvdlable from Truss Plate Institute.218 N.Lee Sheet,Strife 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type E Qty Ply TI4392572 15560T0 V08 Valley 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:50 2018 Page 1 I D:o7oV POORbQC9BoD6udD89DzO W DY-9be4OKC LTVMM W a3839Ef57s16Aow4Age9E8TDGz2jCd 1-6-0 2-8-0 1-6-0 1-2-0 3x8 II Scale=1:6.5 6.00 12 2 3 i 3x6= 1 • I / Id / _ ci --.-.-v..-.-.-...-.-.•...•Pv✓vr•v'v✓•-•Ww'vvv-•-•'✓✓✓.Y-•'•"•'•'•-v'v'•-•v..•.-vvr•'P•Y•v•-•'✓.Y-v'•'•-•'•-•-•' ..::.•..❖.❖..❖.❖.•..••❖.•.•❖.❖.•.❖.••...•:•O::.••..::::.❖.❖.❖.❖.❖...❖.•.:.❖.•..❖::••:::.:.❖...❖.••� •::::::❖:❖:•:•:::❖:❖:❖:•:❖:❖:❖:❖:•::•:❖::❖:::•::::::::::❖:❖:❖:•:•:❖:❖:❖:❖:❖:•:'.❖:•:•:•:::::::•:::❖:❖:•:•: 4 2x4 2-8-0 2-8-0 Plate Offsets(X,Y)-- (2:0-3-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) lidofl Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-R Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=76/2-7-8,4=76/2-7-8 Max Horz 1=19(LC 12) Max Uplift 1=-18(LC 12),4=-28(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions 3) Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been will fit between the botttomgned for a chord and live load any other m mb son the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,,,,,v;t,US ,,' 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4. ,� ... F �j �• •••'........ EN • Z • :. No 34869 • *; :* sr,, •, �.o = osi,,��NAull��.0. Julius Lee PE No.34869 MRek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Dat June 26,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MN-7473 rev.10/032015 BEFORE USE. Design valid for use only with MITeke connectors.this design is based only upon parameters shown,and is for an individual building component,not 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,seeANS(/IPII Quality Canna,DSB-89 and SCSI&aiding Compononf 6904 Parke East Blvd. Safely kdoanaBonavailable horn Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type _ Qty Ply T14392573 15560T0 V09 • Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:50 2018 Page 1 I D:o7oVP0ORbQC9BoD6udD89DzOW DY-9be4OKCLTVMM W a3839Ef57skMAnZ49Ue9E8TDGz2jCd ' 7-9-0 I 7-9-0 2x4 II Scale:3/4'=1' 3 PI 4.00 51 . 2x4 II 2 '- 6 P. IN 1 5 4 2x4% 2x4 II 2x4 II I LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) ria - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=70/7-8-4,4=123/7-8-4,5=340/7-8-4 Max H0r2 1=92(LC 1'') Max Uplift 4=-39(LC 12),5=-109(LC 12) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-255/259 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCp60.18;MW FRS(directional)and C-C Exterior(2)0-11-5 to 3-9-0,Interior(1)3-9-0 to 7-7-4 zone;C-C for :::c;:::c:a ar='u--aa_ .-;w- -n-u for-a :-';u-a a::v ,u:r::a: �- -i.G0 piate,y-p DOL-i.50 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom 5)Provide mechanical conection(by others)tof truss to earing plate capable of withstanding 100 lb uplift at joint(s)4 except Qt=lb) S.3. Jt %jS t� :�Ii. �i,', 5=109. No 34869 * ' * • •O / I •c'= • ft • ♦ • • t1/�. 4c **.< 0 R 1 V./ ses 6' • /ON AL ‘,4,s%‘ Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: June 26,201€ V WARNING_Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/03/2015 BEFORE USE. 1111 Design valid for use orgy with Weld)connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the 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 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.seeAMl1/IPII OuoNCrhda,DS$-89 and BCSI Ouldhtg Component 6904 Parke East Blvd. Safely Mfoanaf erivallabie from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 223314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T14392574 15560T0 V10 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:51 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89Dz0W DY-enBSDfD_EpUC7keLdtlueKPgga4TpdwoOuu0liz2jCc 5-9-0 5-9-0 2x4 II Scale=1:12.8 2 4.00 12 5 PP 4 1 � �:::•::•:•:::•:•:•:❖:❖:•:❖:•:•:•:❖:•:•:• :.;.•.•...❖.•.❖.•.•..❖..•...❖.....•.o❖.•.•.•.❖.❖.•....❖...v.•...❖.•.•.❖.•.•.❖.•...❖.•.•....'. 3 2x4 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) n/a - n/a 999 MT2O 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(CT) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:18 Ib FT=20% • LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=187/5-8-4,3=187/5-8-4 Max Horz 1=64(LC 12) Max Uplift 1=-38(LC 12),3=-60(LG 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-11-5 to 3-11-5,Interior(1)3-11-5 to 5-7-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. ThL'i'. haS been designe.:-_.,TC,T a U.;_;pst bditom C.riOrCl iive load nonebabuttent v,,ith any bthet loads. 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. ,,%1IIII/hili SOLIUS • G • ENS • •• '• � • \. • � F '. :• • 34869 • • % . A` . R,QQ ..• � ..................... lititimillt Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 � r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. -- I 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 IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regIrdina the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAN31/IPIt Qua y Clfeto,DS1119 and DCSI Duldip Component 6904 Parke East Blvd. Safety irtonpatbr ovallable from Truss Plate institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type • Qty Ply T14392575 15560T0 V11 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:52 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-6_IrR?Ec?6c3IuDXBaG7BYx4rzTtY49xcYdaH8z2jCb 3-3-0 3-9-0 3-3-0 0-6-0 2x4 II Scale=1:8.1 2 3 4.00 NT 1 I--i Li a 4 2x4 2x4 II 3-9-0 3-9-0 Plate Offsets(X,Y)-- 12:0-3-0,0-2-81 LOADING(psf) I SPACING- 2-0-0 I CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress!nor YES WB 0.00 Horz(CT) 0.00 4 ria n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-R Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=107/3-8-4,4=107/3-8-4 Max Horz 1=32(LC 12) Max Uplift 1=-23(LC 12),4.33(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) F;C.ide adequate,a n.,-lays to prevent water ponding. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. t%%11111111I/1 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4. ,```��,0�+U S Le�/,t,, .� ••GENS;• �4. � ;•••\\ �••• • 34869 :* 1)•' /* • ,,//�'O N AL - %% Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.106)3/2015 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 tit 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 wflh possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVINI Gately C13eda,DS11-89 and ICS/Cuading Component 6904 Parke East Blvd. Safety Pt/oanallonavallable from Truss Plate institute,218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type # Qty Ply I 1 i T14392576 15560T0 V12 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 S May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:54 2018 Page 1 I D:o7oV POORbQC9BoD6udD89DzOW DY-2MtbshGsW ksn_BNWI?JbGz1 Nin8Q0zYE4s6gM1 z2jCZ I 9.6-0 I 1 9-0-0 I 9-6-0 9-6-0 Scale:3/8'=1' 5x6= 3 6.00 12 11 2x4 I I 10 2x4 I 4 2 - r r 12 9 I 5 1�r u� I� a o -o 3x4 i 8 7 6 3x4 2x4 I' 6x6= 2x4 o-q-8 19-0-0 I o-d-8 18-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 j TC 0.28 Vert(LL) n/a - Na 999 MT2O 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress lncr YES WB 0.07 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:70 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 18-11-0. (lb)- Max Horz 1=104(LC 11) Max uplift Ail upiifi 1 UU io or less at joiruks)1,5 except 8=-171(LG 12),6=-171(LG 12) Max Gray All reactions 250 lb or less at joint(s)1,5,7 except 8=435(LC 21),6=435(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-8=-320/241,4-6=-320/241 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vulr=130mph(3-second gust)Vasd=1Olrnph;TCDL=5.0pst;BCDL=5.Opst;h=25tt;B=458.;L=24tt;eave=4tt;Cat. :,_-F:_.,",.a.,"_.r::__:.ice;;:.:�.., �-ju o.,...,,.ij a.,� --- �...c_ tl�j.-.-�_�-,-_• '-_„_;�i -,-.,._,.., -�..., ...,.., 12-6-0,Interior(1)12-6-0 to 18-4-7 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `,11111111)ii, , 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 ,,� ��fjUS ��• $ �j� I�� will fit between the bottom chord and any other members. �� ••• � 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5 except(jt=lb) �� ••'�C E Ns • 8=171,6=171. �� ' ' �••••• i • • • No 34869 .. .. : P . i1..•* -..- • �i. ... 416,4k9/0 .< 9R�O, ♦ •. � NA, •- s” • Julius Lee PE No.34869 Wel(USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,201E mit V 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 Miiek®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 possdrle personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAN31/IPII Qual/y CMda,DSB-89 and SCSI Bolding Component 6904 Parke East Blvd. Safety kdoimaI navailable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T14392577 15560T0 V13 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:55 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-W ZRz31 GUH 1_ecLy6siggoAZaJBVoIRz01 W sEuTz2jCY 7-6-0 15.0-0 I7.6-0 I 7-8-0 Scale=1:25.1 5x6= 3 6.0012 10 2x4 II 9 2x4 II 2 4 5 1 O. . . O 8 7 6 3x4 2x4 2x4 H 2x4 3x4 0-0-8 15-0-0 I 0-9-8 14-11-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) n/a - rVa 999 BCLL 0.0 * Rep Stress!nor YES WB 0.06 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:53 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 14-11-0. (Ib)- Max Horz 1=-81(LC 10) Max Uplift Ali uplift 100 ib or iess at joint(s)i,5,7 except 8=-i 30(LC 12),6=130(LC 12) Max Gray All reactions 250 lb or less at joint(s)1,5 except 7=280(LC 1),8=326(LC 21),6=326(LC 22) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=O.1 8;MW FRS(directional)and C-C Exterior(2)0-7-9 to 3-6-0,Interlor(1)3-6-0 to 7-6-0,Exterior(2)7-6-0 to - 6-0,;nte;;-;F.. ;:?_:_:;- i4-4 zonB,.-,for i-ciTi_:',15 and t--ccs a �-. i- -for reactions shown;L..Mbei jOL=i.u-pi ate 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 ned for a live load of 20.0psf on the ttom chord in all areas e a e 3-6-0 tall by 2-0-0 6)Prwiovvide mechanical connectionfit between the dand(by others) f truss members.er bean g plate capabl of withsta di g 1r00 lb uplift at joint(s)1,,5,7 exceptde ,,``,,,,�••.. . `'-& •j, (jt�b)8=130,6=130. `s ..C•\CEN5�.. 0'0 •• �• No 34869 *; :* •• —0: * •f7'= �`9/ON As C• %%‘ Julius Lee PE No.34869 MTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 / _ I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-7173 rev.10/03/2015 BEFORE USE. '_! Design valid for use only with Mitekna connectors.this design is based only upon p:Irarneters shown,and is for an Individual budding component not pr a truss system.Before use,the building designer must verity the applicability of design parameters andoperly incorporate this design into the overall S building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M Fie a IS always required tor stability and to prevent collapse with possible personal knlrxy and property damage. For general guidance regarding the tabricatbn,storage,delivery,erection and bracing of trusses and bus systems.seeAI /IPII Qualify Cd rb,DSBd9 and SCSI Buld6p Compound 6904 Parke East Blvd. Sandy Wcnnanonavdlab1e from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type ; ' Qty Ply T14392578 15560T0 V14 Valley 1 1 Job Reference(optional) 1 Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:57 2018 Page 1 I D:o7oVP0ORbQC9BoD6udD89DzOW DY-SxZkUj I kpfEMrf6Vz7sl ubfu W_8NDKVgmgLLzMz2jC W 56011 00 5-6-0 5-6-0 Scale=1:18.8 4x5 I 2 6.00 FIT J 7 6 8 5 3 !.•.O•..•. O .:..•. J�.�. :•O..::0•.. .•.•.❖.•..:::::.. .•. .•.•... .v. :::❖.❖.•. .•.... S•..::•.•.•.� - •:::.•.:'.'....S:O O•.•, -o 4 2x4 ' 2x4 2x4 0-0-8 11-0-0 0-8-8 10-11-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/def1 Lid PLATES GRIP TCLL 20.0 Plato Grip DOL 1.25 TC 0.31 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 I BC 0.24 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES ': WB 0.06 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 I Matrix-S Weight:36 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=178/10-11-0,3=178/10-11-0,4=424/10-11-0 Max Horz 1=-57(LC 10) max upon 1=-6e(LU 12),o=6U(Lli 1d),4=bb(Lt:1Z) Max Gray 1=180(LC 21),3=180(LC 22),4=424(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-4=-281/193 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130rnph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opst;h=25tt;B=45ft;L=24tt;eave=4tt;Cat. -.._0;---- - --- - _- - - ��,�:.�:��.�L;r:i.,GC-4-.:I=0.��:�:yt'..r n.:��ra...r��.��and�-� ten,�-�r-i(t -.-�..��-. Interior(��.:-.-�._..-v' ....,rr ��._�......ic 8-6-0,Interior(1)8-6-0 to 10-4-7 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,111111111//,1., 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,,� ‘)OU S L. e• will fit between the bottom chord and any other members. .• ••••• F ej� 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. ,*: .• G E N S�•.• •• .ice • i No 34869 . 9 • .. al. li Ma 199 9 *ft .; 0 tfL241414Q) i 44/ � •<OR,�• • 'ess 6NA'•�?c�,. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: June 26,201E Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7173 rev.10/83!1015 BEFORE USE. 11111 Design valid for use only with MiTekS)connectors.this design Is based only upon parameters shown,and Is for an Individual buliding component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal in ury and property don loge. tor general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSUIPII Qualify Cdteda,DS8-89 and SCSI Suddhy Componanf 6904 Parke East Blvd. Safely Infonna&oltuvallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type a Qty Ply T14392579 15560T0 V15 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:58 2018 Page 1 I D:o7oVPOORbQC9BoD6udD89DzOW DY-w876h3JNayMDTphhXrNXOpB5iOW_ynzq?U4uVoz2jCV 3-6-0 7-0-0 3-6-0 I 3-6-0 Scale=1:13.4 4x5 II 2 6.00 I12 3 10 — o as =o 4 2x4 i 2x4 H 2x4 0 8 7-0-0 08 6-11-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) n/a - n/a 999 BCLL 0.0 " Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=116/6-11-0,3=116/6-11-0,4=226/6-11-0 Max Horz 1=34(LC 11) Max Uplift 1=-44(LC 12),a=-44(LC 12),4=-33(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 "a1,8 iv. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. ott011 11 /I',',,, '*•** N �. • : 34869 d CC 1• ONAk- 'ri Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33810 Date: June 26,2018 � 1 WARNING-Vivify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10193/2015 BEFORE USE. tilt Design valid for use only with MITekyo 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 IndNiduai truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required tor stability and to prevent collapse with possbie personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSV/Ml Qualify C1h11a,DSP-IS and BCSI Building Companion? 6904 Parke East Blvd. Safely IMOanafblpvaltabie from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 1 Job I Truss Truss Type Qty Ply T14392580 15560T0 V16 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:59 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-PKgUvPJ?LGU45yFt5YvmzOklUotzhEuzD8gR1 Ez2jCU 1-6-0 � 3-0-0 1-6-0 1-6-0 3x6= Scale=1:6.4 6.00171T 2 3 2: :EEEEE V •V• •.�.*:..*:••iP.••40:AOO• PAP.P0:P:iii•Oi•i•• O.4!.v.. •::::•: Job �Truss Truss Type . t Qty Ply I T14392581 15560T0 iV17 GABLE 1 1 I I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:59 2018 Page 1 I D:o7oVP0ORbQC9BoD6udD89DzOW DY-PKgUvPJ?LG U45yFt5Yvmz0k1Hotl hE DzD8gR 1 Ez2jC U 3-11-8 3-11-8 2x4 I I Scale=1:19.5 4 8.00 2x4 II 8 3 4x5- I rr d: 2 0 , 1 ca I a - — 7 6 5 3x4 2x4 2x4 2x4 Plate Offsets(X,Y)-- 12:0-1-14,0-2-01 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (100) 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(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES I WB 0.04 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. • WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 SLIDER Lett 2x4 SP No.3 1-4-11 REACTIONS. All bearings 3-11-8. (Ib)- Max Horz 1=118(LC 12) Max Uplift All uplift 100 lb or less at joint(s)1,5,6,7 Max Gray All reactions 250 lb or less at joint(s)1,5,6,7 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- f) :-L:., r.i r3uo:i nffa f, i:..:JL=i;.vj;a;,:::.Di_=i:.::roi,i,=2. _4 -._- ,..c..-.,--4;i, _c.. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-9-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,`.01111111,�� 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 , . , ,� 1I.,. • ,e, 0 will fit between the bottom chord and any other members. � S .. • ��F •• 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at • joint(s)1,5,6,7. ``�' .. C E N s ... ••. • • No 34869 p...* . .. • .. ,ft . 7.9 ' i ::: A\%.,(', Q Itil ' OR`OI. 4% s �C,",,iS,ONA' io Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.104)3/2015 BEFORE USE. let Design valid for use only with MITek©connectors.This design Is based only upon parameters shown,and Is for an Individual building comLxment,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Ink,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 possde personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeA101/71I GaamyCdretta,DS11-89 and RCS/Aeteng Component 6904 Parke East Blvd. Safety iVotmalbnavdlable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 3 • Center plate on joint unless x.y 6-4-8 dimensions shown in ff-in-sixteenths Failure to Follow Could Cause Property /4 offsets are indicated. I I (Drawing:;not to scale) Damage or Personal Injury WAR Dimensions are in ff-in-sixteenths. UApply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. c 1 c2J 2. Truss bracing must be designed by an engineer.For 0'1/16' wide truss spacing,individual lateral braces themselves 16L/4 111 WEBS 4 may require bracing,or alternative Tor I c 2 bracing should be considered. 44y� 11151 � 3. Never exceed the design loading shown and never INIMAlor U stack materials on inadequately braced trusses. 12 � U 4. Provide copies of this truss design to the building designer,erection supervisor,property owner and For 4 x 2 orientation,locate c» BOTTOM CHORDS all other interested parties. plates 0-1/16"from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/1 LETTERED CLOCKWISE Joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. - connector plates. THE LEFT. • 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTFED IiIY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than mat 4',-1. Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output, Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in acct:rdance with ANSI/fPl 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs n::�ly on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. II Indicates location where bearings 16.Do not cut or alter truss member or plate without prior lk=111111P (supports)occur. Icons vary but ©2012 MiT:ak®All Rights Reserved approval of an engineer. reaction section indicates joint immi number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MIMlle 18.Use of green or treated lumber may pose unacceptable :_ environmental,health or performance risks.Consult with timproject engineer before use. Industry Standards ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pk Tures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. R not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, swill leo% ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet:Mil-7473 rev. 10/03/2015 RE: 15560T0 - Site Information: Customer Info: Toll Brother's Project Name: . Model: The San Tropez - Classic Lot/Block: 019 Subdivision: Atlantic Beach Address: 1709 Atlantic Beach Drive, . City: Jacksonville State: FL No. Seal# Truss Name Date No. Seal# Truss Name Date 35 T14392528 T02 6/26/18 178 T14392571 V07 6/26/18 36 T14392529 1103 6/26/18 79 T14392572 I V08 6/26/18 37 T14392530 ITO4 6/26/18 80 T14392573 1V09 6/26/18 38 T14392531 I T05 6/26/18 81 T14392574 1V10 6/26/18 39 T14392532 1106 6/26/18 82 T14392575 I V11 6/26/18 40 T14392533 I TO7 6/26/18 83 Ti4392576 I V12 6/26/18 41 T14392534 I T08 6/26/18 84 T14392577 I V13 6/26/18 42 T14392535 I T09 6/26/18 85 T14392578 I V14 6/26/18 43 T14392536 I T10 6/26/18 86 T14392579 I V15 6/26/18 44 T143925371111 6/26/18 87 T14392580 I V16 6/26/18 45 T14392538 1112 6/26/18 88 T14392581 1V17 6/26/18 46 T14392539 1113 6/26/18 47 7143925401 T14 6/26/18 48 T14392541 11-15 6/26/18 49 T14392542 1116 6/26/18 50 1143925431717 6/26/18 51 T14392544 1118 6/26/18 52 T14392545 T19 6/26/18 53 T14392546 1120 6/26/18 54 T14392547 I T21 '6/26/18 55 T14392548 I T22 6/26/18 56 T14392549 I T23 6/26/18 57 T143925501724 6/26/18 58 714392551 1125 6/26/18 59 7143925521726 6/26/18 60 T14392553 I T27 6/26/18 61 T14392554 I T28 6/26/18 62 T1439255511-29 6/26/18 63 T14392556 I T30 6/26/18 64 T14392557 J T31 6/26/18 65 T143925581-132 6/26/18 66 T14392559 I T33 6/26/18 67 T14392560 1T34 6/26/18 68 T14392561 1T35 6/26/18 69 T143925621-136 6/26/18 70 T14392563 I T37 6/26/18 71 T143925641738 6/26/18 72 Ti4392565 I V01 6/26/18 73 7143925661 V02 6/26/18 74 714392567 I V03 6/26/18 75 T14392568 I VO4 6/26/18 76 T14392569 1V05 6/26/18 77 T14392570 1V06 6/26/18 2 of 2 OFFICE COPY Job Truss Truss Type 4 t Qty Ply T14392494 15560T0 EJ04 Jack-Open 8 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:18:29 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-10ESOdEYYc8r17NapeHfJ2?ufW7XbXcjX8OhtSz2jDu 4-0-0 4-0-0 Scale=1:12.3 2N 4.00 12 7 C., • pJ ___ O 1 1, _ ! _ 3 axe 11 3x4= I 4-0-0 { 4-0-0 Plate Offsets(X,Y)-- (1:0-0-0,0-1-5],(1:0-1-10,0-6-10] LOADING(psf) I SPACING- 2-0-0 I CSI. DEFL. in (loc) 1ldefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 1 TC 0.19 Vert(LL) 0.02 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.03 3-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight 14 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 NLFiu ivisib. go/size) 2=101/Mechanical,3=b/IMeenanicai,1=1b//0-b-u Max Horz 1=54(LC 12) Max Uplift 2=-53(LC 12),3=-1(LC 12),1=-29(LC 12) Max Gray 2=101(LC 1),3=71(LC 3),1=157(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,LRF/V,' r;— I " '.iv(v,7vvuv7,u,r v C.Loui:ii'. i�2i v-v-v ii:•v'v- r,v„vil ii v':'_.i;:. ;, .zJiiG,v C.iv, members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 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 t tween the chord and any other 011 4)Refer oegirder(s)for truss to truss connections. ♦�s.'\ U S'��,isIs 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. ♦♦ � .....• F e• ♦♦ • GENS ' .i No 34869 ' -:::: ' 41:CC.-:::::;:: O' ;1. • • E`S,ONA' 0% t. Julius Lee PE No.34869 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,201 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. pm Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component riot a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M Tek` 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.seeANSfgPR Qualify CCNAo,D58-89 and ICS/Budding Component 6904 Parke East Blvd. Safety RrlgmaIonavallable from Truss Plate Institute.218 N.Lee Sheet.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 • Job Truss Truss Type 4 Z Qty Ply T14392495 15560T0 EJ14 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:18:30 2018 Page 1 I D:o7oVPOORbQC9BoD6udD89DzOW DY-VCorDzEAJwGivHymNMousFY3VWTsK_stlomEPuz2j Dt 4-0-0 4-0-0 Scale=1:12.3 2 A 4.00 rw 7 m _-- — u o i • do PP/iligla I 3x6 II 3 1111411 3x4= 4-0-0 4-0-0 i Plate Offsets(X,Y)-- (1:0-0-0,0-1-5],[1:0-1-10,0-6-10] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefi Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.02 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.03 3-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 1 n/a r1/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS iWeight:14 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 Left:2x4 SP No.3 REACTIONS. (ibisizej 2=102/Mechanicai,3=56/Mechanical,1=158/0-5-8 Max Horz 1=54(LC 12) Max Uplift 2=-53(LC 12),3=-1(LC 12),1=-29(LC 12) Max Gray 2=102(LC 1),3=70(LC 3),1=158(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ::,—;y..::.,,u::...,C.:.t:i=:i.I;,:.;av r.o,uTc:........./un:::.-:,E;;;,-;;;;;;-;2.;:,-�.,.... .,- ,.c,.aL ij: ..-.,..,3 ;. ;:.::c,i,-i..::., members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf 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. `‘‘‘011111111111, 4)Refer to girder(s)for truss to truss connections. ,0� xt jU S 1. 1,, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. �� F •. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2'gypsum ,,,.: *\G E Ns'. ... •ice sheetrock be applied directly to the bottom chord. 34869 : • 4 : - 3 •• ,i kt ; 4 .,,,,',,O N A,'c 0 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: June 26,201E MIEN a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. lilt Design valid for use only with MITeke connectors.this design is based only upon parameters shown,and is for an individual balding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSVIPII CuaryCIMda,D5849 and SCSI adding Component 6904 Parke East Blvd. Safety IrfamaIIa pvdlabie from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss 'Truss Type l 1 Qty Ply T14392496 15560T0 EJ24 Jack-Open 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:18:30 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-VCorDzEAJWGivHymNMou5FY2lwSgK_StlomEPuz2jDt 4-1-8 4-1-8 Scale=1:12.5 2A�� 4.00 FIT 7 u: u? � N 1 )-(1 3 3x6 II 3x4= 4-1-8 4-1-8 Plate Offsets(X,Y)-- LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.02 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.03 3-6 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:14 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 Left:2x4 SP No.3 REACTIONS. (ib/size] 2=106/Mechanicai,3=57/Mechanical,1=163/0-5-8 Max Horz 1=56(LC 12) Max Uplift 2=-55(LC 12),1=-30(LC 12) Max Gray 2=106(LC 1),3=73(LC 3),1=163(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=4511;L=24ft;eave=4ft;Cat. :;,Eiy::,,�:::.:_,�:�-r�=:;.:�,MW F:..,(d::e:.:f::i:A:)and:.':.Ew:8:r:;c(2):.-..-.....3-0-3,interior(:/3-0-0 to 4-0-I< ,.,, members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 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. `,+++�1111 F 1/f 11. 4)Refer to girder(s)for truss to truss connections. ,•S ODU S (� l 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,1. �� F �j� 6)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2'gypsum ♦� C E N S••. •. sheetrock be applied directly to the bottom chord. , • F •••� •♦ • 34869 *: * 011: it = • -0: /• .4 Jam= I. (NA 0 R\ I ; Julius Lee PE No.34869 MITek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: June 26,201E tat A WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-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 properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IM1 QuaWy Wok&DSA-89 and alai WShcnp Component 6904 Parke East Blvd. Safety Infomiationavallable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type A I Qty Ply T14392497 15560T0 EJ25 Flat 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:18:31 2018 Page 1 ID:o7oVP0ORbQC9BoD6udD89DzOW DY-_OMDRJFo3DPZXRXzx3J7PT5DfKpU3R60_SVnxlz2jDs 3-11-8 3-11-8 12x4 I I Scale=1:14.5 5 6 2 i I n 6 N O N 3 4 2x4 II 3-11-8 3-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.02 3-4 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(CT) 0.04 2 n/a n/a • BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:14 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=150/0-3-8,2=108/Mechanical,3=42/Mechanical Max Uplift 4=-63(LC 8),2=-75(LC 8) Max Gray 4=i50(LC 1),2=108(LC i),3=73(LC 3) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 3-10-12 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. .:) ...... i..way,w.. ..... „v:wV::'vu::G::`..'---J ...._. a -. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2. ,`,,,,j�11ty S C��,,',, .` ..**0ENS • � 1;5: :: •• �. = • 34869 • Ow 1/11/1111110- it Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33810 Date: June 26,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mit Design valid for use only with MiTekG 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 applicablily 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 'Marek Is always required for stability and to prevent collapse with possbte personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and Truss systems,seeAN31/IPII Ovally Clae►b DSS49 and SCSI auldhg Component 6904 Parke East Blvd. Safety hlbmvallonavaltabie from Trus Plate institute,218 N.Lee Street.Suite 312.Ptexandrla,VA 22314. Tampa.FL 33610 Job I Truss Truss Type ` I Qty Ply T14392498 15560T0 EJ26 1Flat 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:18:32 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-SbwbefGQgXXQ9b69VnrMxgdNKj9houMAD6FLTnz2jDr 3-11-8 3-11-8 Scale=1:21.4 11• 5 6 2 I� .• • y m M 4 3 2x4 I I 3-11-8 3-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 j Lumber DOL 1.25 BC 0.16 Vert(CT) -0.02 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.07 2 n/a n/a BCDL 10.0 j Code FBC2017/TPI2014 Matrix-MR Weight:16 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=150/0-3-8,2=109/Mechanical,3=41/Mechanical Max Uplift 4=-63(LC 8),2=-77(LC 8) -- . - 73( rviax Gray�1=i5ii(LC 1),2=iUy(Ll:1),J=i3(Ll.:i) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft:B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 3-10-12 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. - __ --been::es;. ._..._. - ,:;.::.._..:::::,,,:,,,.::tet; -ioad nonconcurrentwith any other -loads. 4)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2. .01111111/1._ •,, 0OUS II •.` ••' GEN •• • 34869 *; :* * • -o ;CC= I Lu •T� ` 0 R , ,�•�,. •/0 N A' •-•' . to Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 1 ' a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE. Design valid for use oNy with MITek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall Wilding 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/IPII QuayCrdteda,DS11d9 and SCSI SuMdew Component 6904 Parke East Blvd. Sablylnlb/mattonavdiabie from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • R1 Qty Ply T14392499 15560T0 EJ34 Jack-Open 9 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:18:32 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-SbwbefGQgXXQ9b69VnrMxgdKlj77ouMAD6FLTnz2jDr 4-0-0 4-0-0 Scale=1:18.5 2I 6.00 FIT '! 5 'F 2x411 rn 1 cO N 111111111 3 4 3x4 II 4-0-0 4-0-0 Plate Offsets(X,Y)-- 14:0-2-0,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.02 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.02 3-4 >999 180 BOLL 0.0 • Rep Stress!nor YES WB 0.00 Horz(CT) -0.03 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.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 REACTIONS. (lb/size) 4=152/0-5-8.2=107/Mechanical,3=45/Mechanical Max Horz 4=108(LC 12) Max Uplift 2=-80(LC 12) Max Gray 4=152(LC 1),2=108(LC 17),3=72(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- . 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 3-11-4 zone;end vertical 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. ` 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2. ,�0 v`IJ S t&•"/ie 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum ,� �j .••••G sheetrock be applied directly to the bottom chord. �� '•(,ENS+ •• • .: .••.• i • • 0. 34869 *: :* -a: 1 . er • / + ' • • 0 i At-E 0% 1IS/S171111t,tt- Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 1ISOM I 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/0312015 BEFORE USE Design valid for use only with 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.AdDPI ditional temporary and permanent bracing Milek 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,seeAN31/lPII OvalyCAW%DS8d9 and BCSI Buldhg Compon of 6904 Parke East Blvd. Safety InfonnalIoncivallable from Truss Mate Institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type * 1 Qty Ply T14392500 15560T0 F01 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:18:34 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-Oz2L3KIgM8n8OuGYcCtg05jIIXsSGoJTgQkSYgz2jDp 0-H 8 0-1-8 Scale=1:40.2 3x4= 3x6 FP= 3x4= 1 2 34 5 6pp a 7 8 9pp 10 11 12 13 14 15 1p6 17 18 19 20 ,� M fl 11 fl 11 fl fl u I p fl Ar., 41 0 'i 16 - 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x4= 3x4= 3x4= 3x4= 3x4= 3x6 FP= I 1-6-12 1 2-10-12 i 4-2-12 i 5-6-12 6-10-12 i 8-2-12 i 9-6-12 10-10-12 112-2-12 13-6-12 i 14-10-12 116-2-12 117-6-12 i 18-10-12 i 20-2-12 121-6-12 122-6-121 24-1-8 1-6-12 1-4-0 1-4-0 1-4-0 ' 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-0-0 1-6-12 Plate Offsets(X,Y)-- (20:0-1-8,Edge),122:0-1-8,Edge],[38:0-1-8,Edge) LOADING (psfj SPACING 2-0 0 CSI. I DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress lncr YES WB 0.04 Horz(CT) -0.00 33 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:110 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: OTHERS 2x4 SP No.3(flat) 6-0-0 oc bracing:37-38,36-37,35-36,34-35,33-34. RLACTi0ivb. Aii bearings 24-1-11. (Ib)- Max Gray All reactions 250 lb or less at joint(s)39,33,21,38,22,37,36,35,34,32,31,30,29,28,27, 26,25,24,23 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. --_-_e tint.sheathed=-- -- facie--secureiy brace.,,dagainst iiatetai movement(i.e.di-go--i 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3°)nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ,,,,%1111111/I"'it. • • No 34869 ( øi ! •CCS °it e.•.4 0 R%v..* \-- • iie /0NA'E��0. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M0-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with Mitekr 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,seeANW1//III(Dually CNMda,DSB-89 and SCl Mulcting Component 6904 Parke East Blvd. SobtyNMrmaMpnavalable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type " I Qty Ply T14392501 15560T0 F02 Floor 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:18:35 2018 Page 1 I D:o7oV POORbQC9BoD6udD89DzOW DY-sAckGgIJ7Sv?02gkAvO3ZJFjtxzn?4ocv4T?46z2j Do 0-1-8 H I 1-3-0 I I 2-44 I I 1-9-4 Scale=1:40.4 4x6= 4x6= 1.5x3= 4x6= 1.5x3 II 3x6 FP= 6x8= 1.5x3 II 1.5x3 II 3x6= 1 2 3 4 5 6 7 8 9 10 11 12 13 0/1 d 27 28 z 4/ N / \f , o _ _eNT .. . 26 25 24 23 22 21 20 19 18 17 16 15 14 4x6= 1.5x3 II 3x6 FP= 4x6= 4x6= 4x6= 19-2-12 24-1-8 19-2-12 I 4-10-12 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[4:0-1-8,Edge],[10:0-2-12,Edgej,[15:0-1-8,Edge],[16:0-1-8,Edge],[22:0-1-8,Edge],[25:0-1-12,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.91 Vert(LL) -0.29 21-22 >781 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(CT) -0.39 21-22 >581 240 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.06 17 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:124 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.1(flat)*Except* except end verticals. 14-19:2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3(flat) REAL T iONS. (ib/size] 27=985/0-5-0,14=23/Mechanical,17=1613/0-5-8 Max Uplift 14.166(LC 3) Max Gray 27=988(LC 10),14=194(LC 4),17=1613(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-27=-983/0,13-14=-165/250,1-2=-1005/0,2-3=-2484/0,3-4=-3363/0,4-5=-3677/0, 5-6=-3677/0,6-7=-3066/0,7-9=-1956/0,9-10=-253/0,10-11=-107/402,11-12=-107/402, 12-13=-107/402 BOT CHORD 25-26=0/1893,24-25=0/3048,23-24=0/3677,22-23=0/3677,21-22=0/3464,20-21=0/2642, WEBS 10-17=-1712/0,1.26=0/1297,2-26=-1235/0,2-25=0/822,3-25=-784/0,3-24-0/515, 4-24=-646/0,10-18=0/1520,9-18=-1389/0,9-20=0/998,7-20=964/0,7-21=0/599, 6-21=-565/0,6-22=-50/628,5-22=-287/0,10-16=0/923,11-16=-358/0,13-15=-525/140 .0“1111' NOU TES-balanced floor live loads have been considered for this design. ,,`•%",v`SV S `FF,��j 2)All plates are 3x4 MT20 unless otherwise indicated. .. .• \C ENS+•• •�• 3)Refer to girder(s)for truss to truss connections. �� ••• V F.••.• 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 166 lb uplift at joint 14. , ;• • 34869 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. L.L. * 1. 1•-• 41ORii,O�G.\ •• til,:ONAV�,`,- Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 1 __ I Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MD-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 building component,not a truss system.Before use,the balding designer must verify the applicability of design parameters and properly incorporate ihk 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,seeANIX/Df Qualify Crh a,DS8•89 and ACS/Budding Component 6904 Parke East Blvd. Safety h/omraywruvdiable from Teas Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type A .a Qty Ply T14392502 15560T0 F03 Floor 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:18:36 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-KM96UOJxum1 sdCPwkdvl5W ovSLLRkYM18kDYcYz2jDn 1-3-01-17-0 I I 1-9-4 I Scale=1:39.2 4x6= 4x6= 4x6= 1.5x3 I 3x6 FP= 6x8= 1.5x3 I I 1.5x3 I I 3x6= 1 2 3 4 5 6 7 8 9 10 11 12 13 • Az _ 4 X X � iA. I ��je1 i �I /i q Vir r e —S— e 27 26 25 24 23 22 21 20 19 18 17 16 15 14 4x6= 1.5x3 II 3x6 FP= 4x6= 4x6= 18-9-8 23-8-4 18-9-8 I 4-10-12 Plate Offsets(X,Y)-- [1:Edge,0-1-81,[4:0-1-8,Edge],[10:0-2-12,Edge],[15:0-1-8,Edge],[16:0-1.8,Edge],[22:0-1-8,Edge],[27:Edge,0-1-8] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.85 Vert(LL) -0.25 22-23 >885 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(CT) -0.35 22-23 >645 240 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.06 17 n/a n/a BCDL 5.0 Code FBC20171TP12014 Matrix-S Weight:123 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(flat)'Except' except end verticals. 14-19:2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3(flat) 6-0-0 oc bracing:17-18,16-17,15-16. REACTIONS. (ID/size) 27=969/Mecnanicai,14=38/Mechanical,17=1570/0-5-8 Max Uplift 14=-150(LC 3) Max Gray 27=973(LC 10),14=198(LC 4),17=1571(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-27=-967/0,1-2=-979/0,2-3=-2418/0,3-4=-3249/0,4-5=-3532/0,5-6=-3532/0, 6-7=-2989/0,7-9=-1934/0,9-10=-286/0,10-11=-115/371,11-12=-115/371, 12-13=-115/371 BOT CHORD 25-26=0/1848,24-25=0/2960,23-24=0/3532,22-23.0/3532,21-22=0/3361,20-21=0/2591, WEBS 10-17-1662/0,1.26=0/1303,2-26=-1209/0,2-25=0/792,3-25=-754/0,3-24=0/481, 4-24=-591/0,10-18=0/1477,9-18=-1351/0,9-20=0/960,7-20=-926/0,7-21=0/563, 6-21-529/0,6-22=-96/560,13-15=-485/151,10-16=0/880,11-16=-344/0 NOTES- US SO floor live loads have been considered for this design. �•S,,,��`.. .. ..=rl e• 2)All plates are 3x4 MT20 unless otherwise indicated. ♦% .•".\G E N s'•• •�• 3)Refer to girder(s)for truss to truss connections. ♦♦ .• V •... i 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 150 lb uplift at joint 14. •A • 34869 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. • ,.: � 41 .: 0 •,4 .:. ..;0*. :4/: �,1/,'i N At-v `�� itiiiilII% `- Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: June 26,201E A WARNING-Verify design parameters and READ NOTES ON TNS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. �i 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 krlury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeA edfleli Qualy C°Vedo,DSI-89 and SCSI Building Component 6904 Parke East Blvd. Safetyhrtgma/bmvallabte from Truss Plate InsItute,218 N.Lee Street,Sidle 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type S Qty Ply T14392503 15560T0 F04 Floor 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:18:36 2018 Page 1 I D:o7oVPOORbQC9BoD6udD89DzOW DY-KM96UOJxum1 sdCPwkdvl5W ov?LOHkY_I8kDYcYz2j Dn 1-3-0 2-0-4 0�8 Scale:3/8'=1' 4x6= 4x6= 4x6= 4x6= 1.5x3 II 3x6 FP= 1.5x3= 1 2 3 4 5 6 7 8 9 10 � 4\- 22 `lit,ic_I, 1.,, 3, . . 71 21 20 19 18 17 16 15 14 13 12 4x6= 16 FP=3x6= 1.5x3 II 3x6= 4x6= 19-0-4 19-0-4 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[4:0-1-8,Edge],[10:0-1-8,Edge],[15:0-1-8,Edge],[21:Edge,0-1-8] 11 i LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL) -0.30 14-15 >754 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.69 Vert(CT) -0.41 14-15 >546 240 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.06 11 Na n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:98 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No-2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2(flat)'Except' except end verticals. 11-19:2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) I1LA TIONS. (ib/size) 21=1032/Mechanicai,11=1026/0-5-8 FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-21=-1026/0,10-11=-1021/0,1-2=-1047/0,2-3=-2606/0,3-4=-3561/0,4-5=-3958/0, 5-6=-3958/0,6-7=-3568/0,7-9=-2604/0,9-10=-1048/0 BOT CHORD 18-20=0/1978,17-18=0/3202,16-17=0/3958,15-16-0/3958,14-15=0/3879,13-14=0/3213, 12-13=0/1974 WEBS 1-20=0/1393,2-20=-1296/0,2-18=0/873,3-18=-829/0,3-17=0/573,4-17=-751/0, 10-12=0/1353,9-12.-1287/0,9-13=0/876,7-13.84710,7-14=0/495,6-14=-439/0, NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. ``%%1 W t I l T it/Ili 3)Refer to girder(s)for truss to truss connections. ,0% 0,1U S (F lI,� 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3')nails. `• S • • F e• Strongbacks to be attached to walls at their outer ends or restrained by other means. ••` .•• C E N s•• •ice 5)CAUTION,Do not erect truss backwards. •• \_ F•••. No 34869 r it (i! h � 4 �S �R�• G •• ,'ill O N Aiiiiiiii'E�`‘. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 1 _ 1 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MFTEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MitekiJ connectors.This design is based only upon parameters shown,and is tor an individual building component,not a truss system.Before rise,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* ek 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.seeANSUIPII Ovally Cdt dn,058-89 and scsi Mudding Componon? 6904 Parke East Blvd. Sandy Info/mal iovdiable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type N s Qty Ply 114392504 15560T0 F05 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:18:37 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-oYjUhMKZf39iFM_7HKQXekL5VIdzT3kVMOy69_z2jDm 0-1-8 H I 1-3-0 I I 2-2-8 I 10-10-8 I 0-�1 8 Sclb=1:32.7 4x6= 1.5x3= 3x6 FP= 3x8= 1.5x3= 1 2 3 4 5 6 7 8 9 10 A `25 \- -/'' . i. . x. 26 'o / = . j0 I MilbUI ?= .i0 i•�ii r0•iiiiOi•Oi•0•00�'iiiiii0ii •ii•: Job Truss Truss Type • •Qty Ply T14392505 15560T0 F06 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:18:38 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-GIHsviLBQN HZtW ZJr1 ymBxtM2840CW I2b2ithRz2jDl 0-1-8 H I 1-3-0 I I 1-2-0 I 0�1T8 Scale'. 1.5x3= 1.5x3 II 1.5x3= 1 2 3 4 5 6 7 0 0 a • o 16 , . V / / 2:"\\ h 17 v o • • 14 13 12 11 10 9 3x6= 1.5x3 II 3x6= 1-6-0 4-0-0I 9-2-0 11-8-0 13-2-0 1-6-0 2-6-0 5-2-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- 13:0-1-8,Edge),(7:0-1-8,Edge),(11:0-1-8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (lac) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) -0.09 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(CT) -0.12 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0.03 8 rVa n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:70 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=704/0-3-8,8=704/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-700/0,7-8=-698/0,1-2=-685/0,2-3=-1571/0,3-4=-1872/0,4-5=-1872/0,5-6=-1576/0,6-7=-683/0 BOT CHORD 13-14-0/1278,12-13=0/1872,11-12=0/1872,10-11=0/1835,9-10=0/1281 WEBS 7-9=0/880,1-14=0/882,6-9=-832/0,2-14=-825/0,6-10=0/410,2-13=0/414,5-10=-360/0,3-13=-474/0, 5-11=-138/280 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2;:-.11 F:.ca s;..-;%e2;;;,-; '..•',T20 unless Ut ha;i ib8 indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ,�%t,IIllrr,i,i ��` D'ENS• ��i • 34869 • I.: cc W /r. .04 .��'';1 L O R ` — •• \;• .'el '0NA X00 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 1 Ai WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE. mit Design valid for use only with MiTek(connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent trickling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/lPIl Quay Crh11q DSB-89 and BCS/Bolding Component 6904 Parke East Blvd- , Safety kammalbnavallable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type I s Qty Ply T14392506 15560TO F07 Floor 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:18:39 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-IxrE62LpBhPQUg8VPIT?j9QXXYQzx?ACgiRCDtz2jDk 0-1-8 H I 1-3-0 I I 1-9-8 I 0-4-0 I Scale=1:17.3 3x4= 3x6= 3x6 11 1 3x4= 2 3 3x4= 4 5 i 13 I ' 1.5.3t\ / i\N.NN T 7/17 ,..._a_. o • 11 10 9 8 7 3x4= 6 3x4= 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 354= 6-0-8I 8-9-8 9-1-8 6-0-8 2-9-0 0-4-0 Plate Offsets(X,Y)-- [2:0-1-8,Edge),[3:0-1-8,Edgel,f4:0-2-12,Edgel,[7:0-1-8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.06 8-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(CT) -0.08 8-9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) -0.02 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:50 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=467/0-5-0.5=473/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-455/0,1-2=408/0,2-3=-819/0,3-4=-693/0,4-5=-510/0 BOT CHORD 10-11-0/819,9-10=0/819,8-9=0/819,7-8=0/510 WEBS 4-7=-420/0,5-7=0/663,1-11=0/522,2-11=-559/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. .�:: ry::-..n5..,..—..G.:u..,,aa'...3iuii0 ilk:�i,-_.....,-ai..b..,-::,:,::d,,8..'.:j Vii i$:-a=..c. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION,Do not erect truss backwards. ,``‘%%IIII1I/j3,' `% ,0�IU S L..4 ",♦ • No 34869 • At* * ... tallhadQ)' . A • ♦,, ONAl.E�C�•. /Iliu mto•`� Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,201E a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/03/2015 BEFORE USE. 11� Design valid for use ordy with MITekS connectors.This design is based only upon parameters shown,and Is for an Individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' h always required for stability and to prevent collapse with possible personal inlay and property damage. For general guidance regarding the fabrication,storage,delivery-erection and bracing of trusses and truss systems,seeANSVIPII Qua1yC/A.ib Ds1-89 end ACS!Wilding Compon.nt 6904 Parke East Blvd. Safely Intesmationavcilable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type 4 e Qty Ply T14392507 15560T0 F08 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:18:39 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-IxrE62LpBhPQUg8VPIT?j9QYeYXPx2cCgi RCDtz2j Dk 0-1-8 1 31`4 III 1 1-1-0 2 4= 1-3-0 3i 3x4 II I Special Special Special Scale=1:8.2 • ■■i MEIN kYA. 3 = 5" 4 3x6= 1-4-0 2-10-0 I 1-4-0 I 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (Ioc) Vdefi Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.35 Vert(LL) 0.00 5 '••' 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.15 Vert(CT) -0.01 4-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(CT) 0.00 4 n/a rVa BCDL 5.0 Code FBC2017/TP12014 Matrix-P Weight:18 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=401/0-3-8,4=401/Mechanical FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 4-5=0/323 WEBS 2-4=-393/0,2-5=-412/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Girder carries tie-in span(s):9-5-0 from 0-0-0 to 2-10-0 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. .;:; i rye-..ri3:y:—�.a::u,i,e.;.:.:.a.,b at ii iaii _...ci c.i...'o.,;w:;d.mac..'.:j a.:,-,8;-8c..5. 4)CAUTION,Do not erect truss backwards. 5)Special hanger(s)or other connection device(s)shall be provided starting at 0-1-8 from the left end to 2-8-8 sufficient to connect truss(es)to front face of top chord. The design/selection of such special connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1•�`,`,"S L'�,,fI �� ILIUS CF ,i 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 •N ••. F 'j Uniform Voads4(5—10,1-3=-301 �•`• '•�`C E NSF•• ,'°• .•• Z. :•• No 34869 ,*• ;* - :I: P. A 0 0:4/:: O 1°1' �� SS0 i S . 1 ‘4C,`� My 41. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 —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 MiTeken connectors.This design a based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the bidding 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 IrsdMdual 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,seeANM/IPII QualyCsletb DSB-89 and BCSt buldhtg Component 6904 Parke East Blvd. Safely Bdonna/1wrvdtd'le from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type 4 a Qty Ply T14392508 15560T0 F09 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:18:40 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-D7PdKOMRy_XH6pjhzS_EGMzn9yvngW nL3LBmlJz2jDj 01148 Scale=1:23.2 3x4 11 — 2 3 4 5 6 7 8 9 10 11 12 `_��N YY—Yr—rA�-1�.O 1 rY�Y—Y—Y�Y—Y—YI1��. 23 22 21 20 19 18 17 16 15 14 13 3x4 11 3x4= 3x6= • 1-6-12 2-10-12 4-2-12 5-6-12 6-10-12 8-2-12 9-6-12 10-10-12 12-2-12 13-6-12 4 1-6-12 + 1-4-0 I 1-4-0 1-4-0 1-4-0 ( 1-4-0 I 1-4-0 1 1-4-0 i 1-4-0 i 1-4-0 0-5-4 Plate Offsets(X,Y)— [22:0-1-8,Edge),123:Edge,0-1-81 LOADING(psf) ! SPACING- 2-0-0 I CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 I TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress her YES WB 0.04 Horz(CT) 0.00 13 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:67 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REAL T for b. Ali bearings 14-0-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)23,13,22,21,20,19,18,17,16,15,14 FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). )°=ac,e..:.,ii.crw,.-,.w: ,-4-C,c:,. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. ,`_,%0111118111. ,`•� �v�1US• AFF I iii .` ..'.‘G E N d'• •• No 34869 L.41/..-*: .. it�• < 0R1OP�`?`, S• s ,,,,SION AL Els% iO Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 • MINIM r A WARNING-Verily 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 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. &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.seeANJ1P11 Gunny Cando,DSB-89 and BCN Building Compan.Int 6904 Parke East Blvd. Sof Iy Infonnallonavanable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 'Job Truss Truss Type 4 . Qty Ply T14392509 115560TO F10 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:18:41 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-hJz?XkN3jlf8kzluWAVToaVyvMF5Pz0UH?wJlmz2jDi Ou8 Scale=1:25.0 3x4 II 136 2 3 4 5 6 7 8 9 10 11 12 1 O d AI o o e e O e �Or o O - I N N —I - I s El o C s C o 0 0 e 24 23 22 21 20 19 18 17 16 15 14 13 3x4 I I 3x4= 3x4= 1-6-12 2-10-12 4-2-12 5-6-12 6-10-12 8-2-12 9-6-12 10-10-12 12-2-12 i 13-6-12 15-0-8 1-6-12 I 1-4-0 I 1-4-0 I 1-4-0 I 1-4-0 1-4-0 I 1-4-0 I 1-4-0 I 1-4-0 1-4-0 1-5-12 Plate Offsets(X,Y)-- (23:0-1-8,Edge),[24:Edge,0-1-8) 1 I I LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 16 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:70 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. Ail bearings 15-0-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)24,13,23,22,21,20,19,18,17,16,15,14 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). -:j i�.3.v 1."F 'v,.Li. •-i vii. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131°X 31 nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. 00US,LE� 0%* �i, ,, � � .` ••• C E Ns • •'•, No 34869 J.! ' AAivs•40iR1O �\ , - • P SiO4 N,�� ONA . IIII I l In t+++` Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 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 Milek/connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the bulkJng designer must verify the applicabllty 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 Mikek" Is always required for stability and to prevent collapse with possible personal Inpxy and property damage. For general guidance regarding tine fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANl/IPII Only Crhrly„DSa-8,and ICS/Iuldlp Componont 6904 Parke East Blvd. Safely rdbrmalbnavdlable from Truss Plate Institute,218 N.Lee Street,State 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ' . Qty Ply T14392510 15560T0 F11 Floor 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:18:41 2018 Page 1 I D:o7oVPOORbQC9BoD6udD89DzOW DY-hJz?XkN3jlf8kzluW AVToaVpCMOrPshUH?WJlmz2jDi I 1-3-0 I 1-9-8 0,8 Scale=1:25.0 4x6= 1.5x3= 4x6= 2 3 4 5 6 7 T°. . ° ° r ° is .. —NI. X 17 a X / X,r :\. s s 16 15 14 13 12 11 t0 9 4x6= 1.5x3 II 1.5x3 I I 4x6= 15-0-8 15-0-8 Plate Offsets(X,Y)-- [1:Edge,0-1-81,[4:0-1-8,Edgel,[5:0-1-8,Edge),[7:0-1-8,Edge),[16:Edge,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.18 12-13 >973 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(CT) -0.25 12-13 >723 240 BCLL 0.0 Rep Stress!nor YES WB 0.51 Horz(CT) 0.03 8 rVa n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:79 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 16=814/Mechanical,8=807/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=-808/0,7-8=-806/0,1-2=-798/0,2-3=-1909/0,3-4=-2405/0,4-5=-2402/0,5-6=-1901/0,6-7=-801/0 BOT CHORD 14-15-0/1498,13-14=0/2302,12-13=0/2402,11-12=0/2402,10-11=0/2402,9-10=0/1490 WEBS 7-9-0/1032,6-9=-958/0,6-10=0/571,5-10=-750/0,5-11=-27/280,1-15=0/1062,2-15=-975/0,2-14=0/571, 3-14=-547/0,3-13=0/266,4-13=-276/199,4-12=250/56 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2;.. i_-.,:',,-_:::.a::-..3,:r;M2v',:r.:,:..7.,3 oihe,wive,n Oiosteeci. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. ,`,,,,`,0`!'II L��','',, • No 34869 • i < pR ,OP0. N%,S,,O N A,�`.`�� Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,201E IIMM MI WARNING r -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2075 BEFORE USE. Design valid for use only with MiTekh 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 Ibis design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web aril/or chord members only. Additional temporary and permanent bracing Mitek' 8 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,seeAINYJU aunty Cita ,05849 and SCSIWldirg Compon nl 6904 Parke East Bled. *Moly Inlonnaltonavailable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • •Qty Ply 714392511 15560T0 F12 Floor 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:18:42 2018 Page 1 ID:o7oV POORbQC9BoD6udD89DzOW DY-9W XNk30iUcn?L7t44tOiLn2zslNzSloeW fgtgCz2jDh 0-1-8 H I 1-3-0 I I 1-9-8 0 8 Sr I =1:25.8 Special 4x6= 1.5x3= 1.5x3 II 1.5x3= 1 24 — 3 4 5 6 7 8 - o e e ♦ .x /N / N; • X /ir•• s e e 17 >• 15 14 13 12 11 10 �' 1.5x3 II 4x6= 4x6= 1.5x3 II I 1-6-0 1]7(8 15-3-8 I 1-6-0 0-1-8 13-8-0 Plate Offsets(X,Y)-- (1:Edge,0-1-8),(6:0-1-8,Edge),(8:0-1-8,Edge),[13:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) -0.09 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(CT) -0.12 11-12 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.51 Horz(CT) 0.02 9 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:81 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 9=627/0-5-8,16=1990/0-3-8 Max Gray 9=633(LC 4),16=1990(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 8-9=-627/0,1-2=0/1226,2-3=0/913,3-4=-829/442,4-5-1509/10,5-6=-1509/10, 6-7=-1341/0,7-8=-605/0 BOT CHORD 15-16=-1226/0,14-15=-651/394,13-14.-235/1250,12-13=-10/1509,11-12=-10/1509, 10-11.0/1131 WEBS 2-16=-951/0,1-16.-1602/0,8-10=0/778,7-10=-732/0,7-11=-43/301,6-11.-312/150, 2-15=0/1081,3-15=-1006/0,3-14=0/616,4-14-59710,4-13=0/626,5-13=-274/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3) t 10-0-0 oc and to each 4)CAUTION,Do to not attached tac truss backwards. their outemmend 2x6 strongbacks,on edge,spaced r ends or restrained sby other means.truss with 3 10d(0.131"X 3")nails. , ,,,001111111111_S , ,, .:: CEN '. LOAD CASE(S) Standard �� •.�' S' .•... °0 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 : • N- 34869 Uniform Loads(plf) , *: Vert:9-17=-10,1-8=-100 * / Concentrated Loads(Ib) • Vert:1=-976 7.-0 • / cc .....13: r , f ,, :41.: . ;,, ,. , I i O.* (t .:40 4. 0�iIF ,•OR... •P`JCj��,* 11"1.1111111 Julius Lee PE No.34869 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 6 __ a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MITek®connectors.this design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate thbs design into the overall building design. Bracing indicated Is to prevent buckling of In dMdral truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with posslle personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSL/7141 Qualy Proem 051-89 and SCSI Buldhg Component 6904 Parke East Blvd. Safely hlbrmaAoarvaliable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type • Oty Ply ' T14392512 15560T0 F13 Floor 2 1 I I 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:18:43 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-di5lyPPKFwszHSGebXxu?bBU9jctn9nIJPOMez2jDg 0-1-8 H 1-3-0 1-9-8 018 Scale=1:23.2 4x6= 4x6= 1.5x3= 1.5x3 II 1.5x3= 1 2 3 4 5 6 7 i Y , I J,t4 f,oT I.{ I,..I ,.J } �.i :16 t7 d : . ,] -.../// . - . ..7/ e 14 13 12 11 10 9 4x6= 1.5x3 II 4x6= 13-9-8 13-9-8 Plate Offsets(X,Y)-- 11:Edge,0-1-8),(3:0-1-8,Edge),(7:0-1-8,Edge),(11:0-1-8,Edgej I ! I I LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (100) Udefl lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) -0.14 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(CT) -0.18 10-11 >888 240 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.03 8 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:72 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ih/size) 15=739/0-3-8.8=739/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-735/0,7-8=-732/0,1-2=-723/0,2-3=-1684/0,3-4=-2046/0,4-5=-2046/0,5-6=-1688/0,6-7=-721/0 BOT CHORD 13-14=0/1348,12-13=0/2046,11-12=0/2046,10-11=0/1977,9-10=0/1356 WEBS 1-14=0/931,2-14=-870/0,2-13=0/476,3-13=-575/0,7-9=0/929,6-9=-883/0,6-10=0/462,5-10=-40210, 5-11=-111/350 NOTES- 1)Unbalanced floor live loads have been considered for this design. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to wails at their outer ends or restrained by other means. 0011111110•1,•S‘ )\=US /F▪,IIII . ecce II %4 • GENS ,.• i • No 34869 • ; .* - .* 7..• f. 1 14 (1° ..14,1•S S0 • G sN ITIS/0NAt- s."0% iiii Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33810 Date: June 26,2018 t a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/031201S BEFORE USE. 111111 Design valid for use only with Mitek®connectors.this design 8 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 Milek 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,seeANl1//1/1 Quality C°tee DSA-89 and BCD Buldhp Component 6904 Parke East Blvd. Safety krtbrmatbeuvaltable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job truss Truss Type R • Qty Ply T14392513 15560T0 FG01 FLOOR 1 1 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 8210 s May 18 2018 MiTek industries,Inc. Mon Jun 25 16:11:25 2018 Page 1 ID:070VPOORbQC9BoD6udD89DzOW DY-Q?U08gv9etExHpPvZYGs62YeUn1ZktDCrGNILNz2ISG 2-0-11 3-9-14I 5-7-2 I 7-4-5 I 9-1-8 11-0-0 13-2-0 2-0-11 1-9-3 1-9-3 1-9-3 1-9-3 1-10-8 2-2-0 Scale=1:21.8 2x4 114x5— 2x4 II 4x5= 2x4 I 2x4 11 4x5 2x4 II 1 14 2 3 4 5 6 7 15 8 12 11 10 * • 13 4x10= 4x5= 4x5= 9 4x5= 4x5= 3-9-14 7-4-5 9-1-8 13-2-0 3-9-14 3-6-6 1 1-9-3 4-0-8 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.06 11-12 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.11 11-12 >999 240 BCLL 0.0 • Rep Stress Incr NO WB 0.30 Horz(CT) 0.02 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.08 11-12 >999 240 Weight:70 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-2 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-6-11 oc bracing. REACTIONS. (lb/size) 13=542/0-3-8 (min.0-1-8),9=577/0-5-8 (min.0-1-8) Max Uplift 13=-228(LC 4),9=-242(LC 5) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1442/586,3-4=-1442/586,4-5=-1700/703,5-6=-1700/703,6-7=-1700/703 BOT CHORD 12-13=-393/886,11-12=-733/1713,10-11=-703/1700,9-10-450/1004 WEBS 2-13=-936/420,2-12=-221/633,4-12=-309/167,7-10=-285/781,7-9=-1053/479 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. Il;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tali by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 228 lb uplift at joint 13 and 242 lb uplift at ``.%11111111,/, joint 9. �� uj s ( ��i • 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)89 lb down and 38 lb up at ,�� FSC` �j� 8-10-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. `s• •'CEN 3•• •ice 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). : •' �. F•.•• • o 01. LOAD CASE(S) Standard Z • No 34869 • 1. 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Z *: : Uniform Loads(plf) = * Vert:1-8=-60,9-13=-20 :-0: r •CC Concentrated Loads(Ib) . . 4/47 Vert:10=-89(F) % • •L O R 1(-I Q,•:` `,` a• C? . S�0NAC "k• tc Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 1 I WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEI(REFERANCE PAGE M11-747?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 property Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see/MU/PH Quay CIMAo,DS8d9 and LCS/W/dhvg Component 6904 Parke East Blvd. Safety kr1onmatiomvdlable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 'Job Truss Truss Type ' Qty Ply 114392514 1556070 FG02 Flat Girder 1 I ' i2 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 8.210 s May 18 2018 MiTek Industries,Inc Mon Jun 25 16:26:20 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-jB3M_ikZss_y9MKwU?glen6UyZVvxZTxf?gcG?z2iEH 2-10-8 5-9-0 ~ 2-10-8 I 2-10-8 Scale:1"=-1' Special Special 3x8= 2x4 H 3x8= 1 Special 2 Special 3 j .._L_ ----------------------------- -------.2 ----7-- _-- : —C i I I 7 6 8 _1 4x10= THD46 - 6 4 2x4 II 2x4 THD46 2-10-8 5-9-0 2-10-8 2-10-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.02 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.38 Vert(CT) -0.04 5 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.70 Horz(CT) 0.00 4 n/a rVa BCDL 5.0 Code FBC2017/TPI2014 Matrix-MP Wind(LL) 0.01 5 >999 240 Weight:64 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=1878/0-5-8 (min.0-1-8),4=2023/0-3-8 (min.0-1-8) Max Uplift 6=-160(LC 4),4=-121(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-1590/119,1-2=-2783/199,2-3=-2783/199,3-4.1590/119 WEBS 1-5=-211/2950,2-5=-1901/143,3-5=-211/2950 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)Ali loads are considered equally applied to ail plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=3.Opsf;h=25ft;B=45ft;L=24th eave=4ft Cat. .01111111g.g II;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 ,,�0� 110 L�,Iis 4)Provide adequate drainage to prevent water ponding. ....• tC ��• 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,*:� .••;C E N •j 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 .' �, SF••.• to will fit between the bottom chord and any other members. • ;• 34869 � 7)Provide mechanical connection(byothers)of truss to bearingplate capable of withstanding160 lb uplift at 6 and 121 lb uplift at 1 aP PjointP � joint 4. = *: • 8)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. --p• I 1: e, 9)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 2-2-4 oc max.starting at 3-5-0 from the istil :0 left end to 5-7-4 to connect truss(es)Fl 1 (1 ply 2x4 SP)to front face of bottom chord. ,0 • 10) Fill all nail holes where hanger is in contact with lumber. 0,T• Q•. 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)212 lb down and 72 lb up at i�,.6•• 0 R\'•••`6• 1-5-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. �j s � 12) Special hanger(s)or other connection device(s)shall be provided starting at 0-1-12 from the left end to 5-7-4 sufficient to connect �l117,QNA;, '‘-•N‘.t0 truss(es) (1 ply 2x4 SP)to front face of top chord. The design/selection of such special connection device(s)is the responsibility of others. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 LOAD CASE(S) Standard 6904 Parke East Blvd.Tampa FL 33610 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Date: June 26,201E t i.ur nn ruGu Cr I t''t c I Nut A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE A01-7473 rev.10/032015 BEFORE USE. Design valid for use only with MITeke connectors.This design is based only upon parameters shown,and is for an individual buuding 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 MiRek" 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,seeAN31/IPII Quaff), DS8-89 and WS Ituldhp Component 6904 Parka East Blvd. SafelybUomfallonovallabie from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Types y I P y T14392514 1556070 FG02 Flat Girder I'll L Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 8.210 s May 18 2018 MiTek Industries,Inc. Mon Jun 25 16:26:20 2018 Page 2 ID:o7oVP0ORbQC9BoD6udD89DzOWDY-jB3M_ikZss_y9MKwU?glen6UyZVvxZTxf?gcG?z2iEH LOAD CASE(S) Standard Uniform Loads(pif) Vert:1-3=-588,4-6=-10 Concentrated Loads(Ib) Vert:4=-216(F)7=-212(F)8=-212(F) 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1-3=-502,4-6=-10 Concentrated Loads(Ib) Vert:4=-660(F)7=-173(F)8=-656(F) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Ver?: 4 , -6=-3[: Concentrated Loads(Ib) Vert:7=-96(F) 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=44,4-6=-6 Concentrated Loads(Ib) Vert:7=72(F) 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase-1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=44,4-6=-6 Concentrated Loads(Ib) Vert:7=72(F) 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-269,4-6=-10 Concentrated Loads(Ib) Vert:7=-72(F) 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-269,4-6=-10 Concentrated Loads(Ib) Vert:7=-72(F) 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-10,4-6=-6 Concentrated Loads(Ib) Vert:7=48(F) 9)Dead+0.6 MWFRS Wind(Pos.internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3-75,4-6=-6 Vert:7=19(F) 10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-269,4-6=-10 Concentrated Loads(Ib) Vert:7=-72(F) 11)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vcrt:1 :_259 4 c_ -_ Concentrated Loads(ib) Vert:7=-72(F) 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(pif) Vert:1-3=-243,4-6=-10 Concentrated Loads(ib) Vert:4=-808(F)7=-58(F)8=-804(F) 13)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-521,4-6=-10 Concentrated Loads(ib) Vert:7=-184(F) 14)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Veil:1-3=-521,4-6=-10 Concentrated Loads(Ib) Vert:7=-184(F) 15) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-521,4-6=-10 Concentrated Loads(Ib) Vert:7=-184(F) 16) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-521,4-6=-10 i.v0 nu OUGU v0I Maya.) MOM wit a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-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 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 fabrIcatbn,storage,delivery,erection and bracing of trusses and truss systems,seeAN WPIf Cuaiy Ci ted°,DSB-89 and SCSI Adding Component 6904 Parke East Blvd. Safety WoImattomvdlable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type * Qty Ply e� T14392514 15560T0 FG02 Flat Girder 1 2 Job Reference(optional) Building Component Supply,Jacksonville,Ft 32256 8.210 s May 18 2018 MTek Industries,Inc. Mon Jun 25 16:26:20 2018 Page 3 ID:o70VPOORbQC9B0D6udD89DzOW DY-jB3M_ikZss_y9MKwU?glen6UyZVvxZTxf?gcG?z2lEH LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:7=-184(F) • • Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milek©connectors.Ns 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 -Mire k 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,seeANSVI IluOwilyCAI.Ib,DSB49 and RCNdu/ding Camponont 6904 Parke East Blvd. Safety fn lbmtappnavdlable from Truss Plate Institute.218 N.Lee Street,Suite 312,Nexandda,VA 22314. Tampa,FL 33610 Job Truss Truss Type t Qty Ply T14392515 15560T0 FT01 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:18:45 2018 Page 1 I D:o7oVPOORbQC9BoD6udD89DzOW DY-Z5C W N5QamX9aDbbflOaPzQgfgzd7Lm?4CduXRXz2jDe I 8-3-8 I 8-3-8 Scale=1:15.6 1 2 3 4 5 6 7 — r— — — — — Il— • • T 14 13 12 11 10 9 8 8-3-8 8-3-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - Na 999 BCLL 0.0 Rep Stress lncr YES WB 0.04 Horz(CT) 0.00 8 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-R Weight 43 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 8-3-8. (ib)- Max Gray Aii reactions 250 ib or less at joint(s)14,8,13,12,11,10,9 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 2x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. `` $1111111IS/ %•%t O`AU S CF.,I0� ♦♦• '. CEN3. ••. 34869 *lulu : — 0 .4 , .. /.0: .... ..<‘ ,,,c... • . ... _„ • .401:10„.• .c. .e,,/ONAtitliiii,E0' Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 t a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MI Design valid for use only with MITeke 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 possbie personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI//PII GuallyCrbllo DS3-89 and LCS/Binding Component 6904 Parke East Blvd. Safety hfomfoMpnrvallable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type s s Qty Ply T14392516 15560T0 FT02 FLOOR 9 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:18:46 2018 Page 1 ID:o7oVPOORbQC9BoD6udDB9DzOWDY-1 HmuaRRCXgHRgkArJj5eVdCk3Nw94BfERHe4zzz2jDd 2-3-8 4-3-8 6-3-8 8-7-0 2-3-8 2-0-0 2-0-0 2-3-8 Scale e 1:17.0 Special 3x4= 2x4 11 3x4= 1 2x4 11 2 3 4 5 5x6= 1 L • . \ . / 1 i . 3x6— d 10 N j 0 R 8 3x4— 7 6 3x8= 3x4= 4-3-8 8-7-0 I 4-3-8 I 4-3-8 Plate Offsets(X,Y)-- [5:0-3-0,0-2-12),(8:0-1-12,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (l c) Udell Ltd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) -0.01 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.15 Vert(CT) -0.01 7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(CT) 0.01 10 Na n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-AS Weight:49 lb 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 OTHERS 2x4 SP No.3 IEACTiONS. (ibisizej 8=1139/Mechanical,10=425/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-769/0,2-3=-477/0,3-4=-477/0,6-9=0/347,5-9=0/347 BOT CHORD 7-8=0/370,6.7=0/363 WEBS 2-8=-511/0,4-6=-446/0,5-10=-440/0 NOTES- 1) Refer to airder(s)for truss to truss connections. 2; ---' - 14.14_:.:_—-_-_::_::. 1414-`-v CC __:- 14r U;gia ii 1414- 1414-1414 1411--1414 -verity cj .�..�.,.,, rte................ gra:7; a::a::a:::- 'ia•r r a;:-..-:::�---��:�:r;0:004. :aii�.:irr 1414 -.�.,..,.. capacity of bearing surface. 3)Load case(s)1,2 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 4)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum `,/7,11111I1III, sheetrock be applied directly to the bottom chord. ,�%% �LIU S LF 41Ie 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. `% S /• Strongbacks to be attached to walls at their outer ends or restrained by other means. �� '•(,ENS+'• �• . • LOAD CASE(S) Standard • 34869 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 *:• Uniform Loads(plf) Vert:1-5=-100,6-8=-10 — * Concentrated Loads(Ib) ="U: /' ;CC Vert:1=-684 T•.53 •• 0 • ;4/: 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 .0 . •�40 Uniform Loads(plf) �i''�t�'A:- 0 R 1 Q Q;� �� Concentrated Loads 1-5=-100, )s-a-10 ,•# 1O N ANN L �.�` `, Vert:1=-684 ,I•0/1111110' Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mg-7473 rev.10/03/2015 BEFORE USE. lilt Design valid for use only with MiTek®connectors.this design Is based only upon VirAllieleIS shown,and is for an Individual buNding 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 bracing MiRek 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/IPII Oua4y climb.D38-89 and 8051 Bolding Component 6904 Parke East Blvd. Sabtylntotma8masvcilable horn Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss I Truss Type • • Qty Ply T14392517 15560T0 HJO4 Diagonal Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:18:46 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-1 HmuaRRCXgHRgkArJj5eVdCjtNsc4DqERHe47772jDd 5-7-2 5-7-2 Scale:i'=1' 2 2.83112 ((A c� 0 7NAILED j . 0 0 1 tD a i/ axelI 8 3 NAILED NAILED 3x4= 5-7-2 5-7-2 Plate Offsets(X,Y)-- 11:0-0-0,0-1-6],[1:0-3-3,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (ioc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.07 3-6 >897 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.11 3-6 >601 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (ioisize) 2=146/Mechanical,3=86/Mechanical,1=232/0-7-0 Max Horz 1=61(LC 17) Max Uplift 2=-86(LC 4),3=-12(LC 4),1=-77(LC 4) Max Gray 2=146(LC 1),3=101(LC 3),1=232(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;GCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 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 tail by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. „ `111111111/�t,' 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 86 lb uplift at joint 2,12 lb uplift at joint 3 ,,� v_iU S CF 'lee and 77 lb uplift at joint 1. ,s S ,....... F I• 6)"NAILED”indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 6: .••\G ENS'• ' 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �• • F•.•• .� 0 1. LOAD CASE(S) Standard .: 34869 :� 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 *: t* Uniform Loads(pif) * 4 : Vert:1-2=-60,3-4=-20 11,"'0• •CC Concentrated Loads(Ib) " .• I Li/ Vert:8=-22(F=-9,B=-12) i 0 4/•": •��-F • 4 R O Q:.•`cam`. .,,,/,'0NA'v'''00• Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 I A WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-7473 rev.10iO3/2015 BEFORE USE. Design valid for use only with MiTek®connectors.this designs based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must vedfy 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,seeAMSI/IPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Brlanratomvallable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply T14392518 15560T0 HJ14 Diagonal Hip Girder 2 1 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:18:47 2018 Page 1 I D:o7oV POORbQC9 BoD6ud D89DzO W DY-W TKGonSg18QI Su12tQct2rIx3mFApg4NgxNeV Pz2j Dc 4-4-15 4-4-15 Scale:1"=1' 2 3.5812 7 Special c 1 r 7 — 1 I/K 8 9 3 ♦ NAILED Special 3x4= 4-4-15 4-4-15 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/deft Lid i PLATES GRIP TCLL 20.0 Plate Grip DCL 1.25 TC 0.32 Vert(LL) -0.02 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.04 3-6 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=180/0-5-14,2=119/Mechanical,3=65/Mechanical Max Horz 1=53(LC 21) Max Uplift 1=-39(LC 8),2=-64(LC 8) Max urav 1=180(LC 1),2=1 19(LC 1),3=b2(Li,3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second dust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);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.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 39 lb uplift at joint 1 and 64 lb uplift at joint 2. 6)"NAILED"indicates 2-12d(0.148"x3.25")toe-nails per NDS guidlines. ,,�jt%II11111 g,,, 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)28 lb down and 52 lb up at ,•S 0,AU S /... '1, �1, 3-0-7 on top chord,and 7 lb down at 3-0-7 on bottom chord. The design/selection of such connection device(s)is the responsibility � .....• i ee of others. ei .••\G E N.d*• •ice 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ♦♦ • V F•••. 0.0 No 34869 LOAD CASE(S) Standard • 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) _ . *rApr • Vert:1-2=-60,3-4=-20 = • `' Concentrated Loads(Ib) • .• �• Vert:8=8(8)9=-7(F) • 4A‘•s•: OR,QP \ `♦♦ 111,,,,9/0,„At- 00• Inn st•Istili'l Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 � I im. o WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not 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. Bracttg 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 k4uxy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSf/1141 Quarry Oltenia,DS8-49 and SCSI BUSdFip Component 6904 Parke East Blvd. Safelyprfotma/Ionavaliabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ' + Qty Ply 714392519 15560T0 HJ34 Diagonal Hip Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:18:48 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOWDY-_gue?7SS3SY942KER876b211 WAZAY7JWub7B2sz2jDb 5-7-2 1 5-7-2 1 Scale=1:18.2 2 ,J il 4.24 F1Y Uri NAILED 5 1 0 1 2x4 11 N m 1 6 N ill lid ,p 6 3 NAILED 4 NAILED 2x4 II 5-7-2 5-7-2 I Plate Offsets(X,Y)-- 14:0-2-0,0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lia PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 , Vert(LL) 0.06 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.09 3-4 >717 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) 0.05 2 n/a n/a BCDL 10.0 Code FBC2017/t PI2014 Matrix-MR I Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=218/0-7-0.2=151/Mechanical,3=67/Mechanical Max HOrZ 4=106(LC it) Max Uplift 4=-44(LC 8),2=-94(LC 8),3=6(LC 8) Max Gray 4=218(LC 1),2=151(LC 1),3=103(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi_0.18;MW FRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)0110 1011--1-- -- signed`--- - --chord oad-4111.--- 11-11- with an ----- --- ...._....__..__.._.. :. 1111..:;:::_ c1 ,,,�.,1,1,1,1,�,...,1,111.,,designed:v: - ��.,.':-�::.:::;;��;:.�,..,..,,.....;a:;uv�:c.:.;�::.l:n a.::�m:;.-,:.j�..�c..�.a....-,..a. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 44 lb uplift at joint 4,94 lb uplift at joint 2 `1111111 iii, lb ft at joint 3. 6)NAand LED"indicates 3--10d(0.148'x3')or 2-12d(0.148'x3.25')toe-nails per NDS guidlines. `,,��JLIUS ��,' 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). `� V�Ci E N si..•• iI LOAD CASE(S) Standard • '• No 34869 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pIf) Vert:1-2=-60,3-4=-20 Concentrated Loads(Ib) -0• 1 .CC r. Vert:6=-5(F=-2,B=-3) _ O• . o • ,`,S,`4 N A• ,�`. �� `` 11 Julius Lee PE No.34669 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 t I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mt Design valid for use only with Mlleke 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,seeANSVIM►Gully C/hrb,DSA-89 and SCSI WIdhy Compon.nt 6904 Parke East Blvd. Sedipty Infoimaikarivallable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type •I Qty [Ply T14392520 15560T0 J02 Corner Jack 11 1 ;Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:18:48 2018 Page 1 I D:o7oV POORbQC9BoD6ud D89DzO W DY-_gue?7SS3SY942KE R876b2I9HAeGY7J W ub7B2sz2j Db 1-10-15 1-10-15 Scale=1:8.8 4.00 12 2 1i 1 r. h O Oil O 3 3x6 I _. 1_. 3x4= 1-10-15 1-10-15 Plate Offsets(X,Y)-- (1:0-0-0,0-1-5),(1:0-1-10,0-6-10) � I LOADING (psf) SPACING- 2-0-0 CSI- DEFL. in (loc.) iidefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 1 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 fit=AC I IuNS. (ib/size] 2=44/Mecnanicai,3=32/Mechanical,1=/0/u-5-b Max Horz 1=26(LC 12) Max Uplift 2=22(LC 12),3=-6(LC 12),1=-12(LC 12) Max Gray 2=44(LC 1),3=33(LC 3),1=76(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuit=130mpti(3-second gust)Vasal=101moh;TCDL=5.Opst;BCDL=5.Opst;h=25ft;B=45tt;L=24ft;eave=4tt;Cat. 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. ` •.01111111w._ 4) Refer to girder(s)for truss to truss connections. ',�� t jU S LF l 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 22 lb uplift at joint 2,6 lb uplift at joint 3 • ....., • • and 12 Ib uplift at joint 1. �' •.�C ENS • r • 34869 ••: • *: / :* 1.1▪ 3 /'1 • O R,••• -,• SS ION Al �,• �N � Julius Lee PE N0.34869 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MIf-7473 rev.10/73/2015 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 MiTeka 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.seeANSV/Pll QualDyCIN/b,DS0 49 and ACS/Auldlfy Component 6904 Parke East Blvd. Safely Irfo/malonavdlable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply T14392521 15560T0 J03 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:18:49 2018 Page 1 I D:o7oVPOORbQC9BoD6udD89DzOW DY-SsSOCTT5gIgOhCvQ_reL7GgKza_bHaZg7Fskalz2jDa 1-10-15 2-1-1 1-10-15 10-2-21 Scale=1:8.8 4.00 12 2 1 1 3 3x6 11 3x4= 1-10-15 2-1-1 1-10-15 10 2-21 Plate Offsets(X,Y)-- 11:0-0-0,0-1-51,11:0-1-10,0-6-101 LOADING(psf) I SPACING- 2-0-0 ! CSI. DEFL in (loc) 1/defi 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(CT) -0.00 6 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.00 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (ibisizej 2=47/Mechanical,3=28/Mechanicai,1=76/0-5-8 Max Horz 1=25(LC 12) Max Uplift 2=-22(LC 12),3=-3(LC 12),1=-12(LC 12) Max Gray 2=47(LC 1),3=32(LC 3),1=76(LC 1) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. __:_:FRS 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. t%11111111/11. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 22 lb uplift at joint 2,3 lb uplift at joint 3 ' and 12 lb uplift at joint 1. •� • C E N g' •• �'� F•••• 40 • 34869 Z - :?3 !ii. Ili: gip • �,. 0 R rs. . �� ;,O N A' 0 o` Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 � 1 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE A®-7473 rev.1019311015 BEFORE USE. pit 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,seeAI I7Mf Qualy Ctletfa,018-89 and CCS/Building Component 6904 Parke East Blvd. Safety htamall n svdldle from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type ' . Qty Ply 714392522 15560T0 J1/ Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:18:50 2018 Page 1 1 D:o7oVPOORbQC9BoD6udD89DzOW DY-w2000pUjb3osJMUcYZ9agTNVy_Kv01 ppMvcl6kz2j DZ 1-6-11 1-6-11 3.581. Scale:1.5'=1' 2 N • / O 1 up0 1)1( 4 3 3x6 II 3x4= 1-6-11 1-6-7 Plate Offsets(X,Y)— [1:0-0-0,0-1-51,[1:0-1-11,0-7-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 4 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-6-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 R EAC I I ONS. (lb/size) 2=32/Mechanical,3=29/Mechanical,1=62/0-5-12 Max Horz 1=19(LC 12) Max Uplift 2=-14(LC 12),3=-9(LC 12),1=-10(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;C-C for members and forces&MWFRS for reactions shown umber DOL.:I.:30 piste grip SOL_ 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide 0 Ib upmechanicallift aconnection(by others)of truss to bearing plate capable of withstanding 14 lb uplift at joint 2,9 lb uplift at joint 3 `1. ,,,,��,J��U$,��!Iand ii,,' .`:� ••\- E MSS•. •• '' • No 34869 • 11'1.(114...."9,,..4:1,69•is ifl.A.1-c = "(10, i i KI 0 /LUZ • .-.:,‘4....•c9:%:s4 6 z fielliiiitit- Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 II I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. lilt Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicabliry 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,seeANWlPfI Qualy Olean,DSD-89 and LCSI Building Component 6904 Parke East Blvd. Safely PdormaI envaeable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 1 Job Truss Truss Type • • Qty Ply I T14392523 1556010 J12 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:18:50 2018 Page 1 I D:o7oVPOORbQC9BoD6udD89DzOW DY-w2000pUjb3osJMUcYZ9agTNVd_Kg01 ppMvcl6kz2j DZ 1-11-8 2-2-14 1-11-8 1 0-3-6 Scale=1:8.9 4.00 12 2 1 r a • 6 m a 3 40, 3x6 II 3x4= 1-11-8 2-2-14 1-11-8 0-3-6 Plate Offsets(X,Y)- [1:0-0-0,0-1-5),[1:0-1-10,0-6-10) LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl 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(CT) -0.00 6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 1 n/a rVa BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (ibisize) 2=51/Mechanical,3=27/Mechanical,1=79/0-5-8 Max Horz 1=26(LC 12) Max Uplift 2=-23(LC 12),3=2(LC 12),1=-12(LC 12) Max Gray 2=51(LC 1),3=33(LC 3),1=79(LC 1) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL-5.0pst;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. a:,-_-_.L. :_r '- a j_::-_- :-:---'---" -c -- -er ---- - -= -— = --a---- - ------ fea6t--- ��,- u;;,:.,a;� i::,�.,.., -....._......._..u::::' i:::�:i:;i - �.-,_-� .,.�.::8:w�c:v arid,..,..aa............:.vi:au.,.,..,,a wry::., r•-... ,,.,�,,,,,,,,,,,,,,,,�� °.,-., �� 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. ,,,jtsl%I 111111,, 4)Refer to girder(s)for truss to truss connections. ,,S ��+U$ L�. I,, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 23 lb uplift at joint 2,2 lb uplift at joint 3 . ...... F e, and 12 Ib uplift at joint 1. *� •••C ENS • -ice No 34869 :7. OP r tt 41,V;(1•.4.. 0 G �$ �, ONA�- s•`� 111111 i lik- Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M? IAN-7473 REFERANCE PAGE -7473 rev.10/032015 BEFORE USE. mit Design valid for use only with MiTek©connectors.Ibis design is based only upon parameters shown,and Is for ai Individual building component,riot 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 Inkxy and property damage. For general guidance regarding the fabrication.storage°delivery,erection and bracing of trusses and truss systems,seeAMSVIPII Qualify Warta,Dsa-119and It=Building Component 6904 Parke East Blvd. Safely NMana/bmvallable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job I Truss Truss Type ` I Qty Ply l T14392524 15560T0 J13 Corner Jack 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:18:51 2018 Page 1 ID:o7oVPOORbOC9BoD6udD89DzOW DY-OFZnd8VLMNwjxW3p6GgpChwfEOfylU3zbZLreBz2jDY 2-6-10 2-6-10 Scale=1:9.5 3.77 12 2 1 3 3x4= 2-6-10 2-6-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC O.11 Vert(LL) -0.00 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.00 3-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=100/0-5-8,2=67/Mechanical,3=32/Mechanical Max Horz 1=32(LC 12) Max Uplift 1=-i8(LC 12),2=-37(LC 12) - MaxaxliraV l=1Uli(LC ij,Z=oi(LG 1),3=46(LC3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 18 lb uplift at joint 1 and 37 lb uplift at joint 2. ,``1.t.111I I Illi/• ISI N%NO .�� ••�'� E `S�`••• • • • No 34869 * .441 • O R, �� . O, "\,.. Julius Lee PE No,34869 Mi7ak USA,Inc-FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 � r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/032015 BEFORE USE. 1111 Design valid for use oily with MiTek®connectors.this design is based only upon parameters shown,and Is for an Individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII Quay Cried°,058.89 and SCSI Building Component 6904 Parke East Blvd. Safely InfoHnafonavallable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandrla,VA 22314. Tampa,FL 33610 Job Truss I Truss Type • Qty Ply T14392525 15560T0 J32 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:18:52 2018 Page 1 I D:o7oV POORbQC9BoD6ud DB9DzO W DY-sR79rU W z7g2aYfe?g_C21uSpRn_TUxJ6pD50Bdz2j DX 1-10-15 1-10-15 Scale=1:13.3 6.00 FIT 2 h1 2x4 II 1 hN im I I 1:1 4 3 2x4 11 1-10-15 I 1-10-15 LOADING (paf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP Ti LL 20.0 Plate Grip DOL 125 TC 0.15 Veif(LL) -0.00 4 >399 240 MT2O 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.00 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=70/0-5-8,2=50/Mechanical,3=20/Mechanical Max Horz 4=64(LC 12) Max Uplift 2=-44(LC 12),o=-8(LC i[) Max Gray 4=70(LC 1),2=53(LC 17),3=34(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone:end vertical left exposed;C-C for members and forces& !MFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1_60 �� n�.-•uuac„�.....,..::.:..�:y,:c,::�:; _.::t:cam::;::�: �. �::� :�-:_:a:� �.:;.._::«...rc;::.;;.:ap:_.:.-:::,c._a.,c. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)joint 3.e mechanical connection(by others)of truss to bearing plate capable of withstanding 44 lb uplift at joint 2 and 8 lb uplift at 01 ,`,,,,,,, I1US 1`il. ... e • ••• GENS • moi♦ Z. 34869 r. *: .* a. -13*. N • er i1.0 ♦��,;i • O R,QQ \�`�• esO N A1-� ,�� Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.101032015 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,seeANSI/PI7 Quafy CAW°,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety flffonnal/o/Favaliable horn Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • • Qty Ply T14392526 15560T0 J33 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:18:52 2018 Page 1 I D:o7oV POORbQC9BoD6ud D89DzO W DY-sR79rU W z7g2aYfe?g_C21 uSpZn_XUxJ6pD5OBdz2j DX 1-10-15 1-1 1-10-15 6-2-2 Scale=1:13.3 6.00 12 2 J' 2x4 I I T c N li ♦ 3 4 2x4 II 1-10-151- 1-10-15 -2- I LOADING (psf) SPACING- 2-0-0 CSI. 1 DEFL. in (lac) 1/defl Lid PLATES GRIP TOLL 20.0 Plate Grip D L 1.25 TC 0.14 1Vert(LL) -0.00 4 >999 240 MT2O 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.00 3-4 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR I Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=70/0-5-8,2=49/Mechanical,3=21/Mechanical Max Horz 4=63(1_C 12) Max uplift 2=-44(L1 1k),d=-b(LC 1Z) Max Gray 4=70(LC 1),2=52(LC 17),3=36(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Fxp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DCL-1.60 plate grip DOL=1.60 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)joint 3.e mechanical connection(by others)of truss to bearing plate capable of withstanding 44 lb uplift at joint 2 and 5 lb uplift at ,,,,,,J;f,UsI�•��,,,' f •E N '• • ii 34869 y • 1 ){ : •7[ _ y • / R • Ie•°, •/ONA`� 0 ��ISIt fiflt+�r,S� Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2075 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 In(ury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSUIPII Quay Criteria,D3$89 and ACS/Buidhp Component 6904 Parke East Blvd. Safety Mfolmatbnavaliabie from Truss Plate institute,2113 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type e • Qty Ply T14392527 15560T0 T01 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:18:53 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-KdhX2gW bu_ARApDBDhjHl6?uQBDeDMZG2tgyj3z2jDW 7-2-8 14-5-0 7-2-8 I 7-2-8 Scale=1:24.3 5x6= 2 6.00 I12 — — 22 _ ' — 23 —i — 24 • 21 1 I i 3 1X` 0 1- E 01 iiiiXIa 4 N 3x4 i 3x4 7-2-8 14-5-0 I 7-2-8 7-2-8 Plate Offsets(X,Y)-- (1:0-0-8,Edge),(3:0-2-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lou) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.18 4-17 >950 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.16 4-17 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.13 Horz(CT) 0.02 3 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:67 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 OTHERS 2x4 SP No.3 REACTIONS. (ibisize) 1=565/0-3-8,3=565/0-3-8 MaxHorz 1=83(LC 11) Max Uplift 1=-349(LC 12),3=-349(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-818/966,2-3=-818/966 BOT CHORD 1-4=-765/684,3-4=-765/684 WEBS 2-4=-504/331 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 7-2-8,Exterior(2)7-2-8 to 10-2-8,Interior(1)10-2-8 to 14-3-4 zone;porch left and right exposed;C-C for members and forces&MW FRS for reactions ,1111111111.11. shown;Lumber DOL=1.60 plate grip DOL=1.60 ,`s' v_U S CF"I,� 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry .� 'j Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. ..• .•'�G E•N s+•• •'• 4)All plates are 2x4 MT20 unless otherwise indicated. �� ••• F•••. 0 5)Gable studs spaced at 1-4-0 oc. '• No 34869 1. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. = *• •: 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. = 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 349 lb uplift at Joint 1 and 349 lb uplift at ':'fl. •Crjoint 3. 43griatio 4/ 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum .0 sheetrock be applied directly to the bottom chord. �i.• ( O R ,p Q:••� ,�� Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1-7473 rev.10103/2015 BEFORE USE. Mg Design valid for use only with Mi1ekt 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 Mile design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mile k is always required for stability and to prevent collapse wtth possible personal knkxy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAISSVIM1 QuaryCm.da.DSS-S9 and ACS/WldifgComponent 6904 Parke East Blvd. Safety irformaBorgvdlable from Truss Plate Institute,218 N.Lee Street.Suite 312,fJexandda,VA 22314. Tampa,FL 33610 I Job Truss Truss Type e e Qty Ply TI4392528 15560T0 T02 Common 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:18:54 2018 Page 1 I D:o7oVPOORbQC9BoD6udD89DzOW DY-0gFvGAXDfI IloznOnPEW gJY4nbaYypZPHXaVFVz2jDV 7-2-8 14-5-0 I7-2-8 I 7-2-8 5 _ Scale=1:27.3 2 6.00 12 13 12 14 11 3 1 .o r- •I 4 3x811 2x411 3x8 II 7-2-8 14-5-0 7-2-8 I 7-2-8 I Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],[1:0-0-3,0-5-01,[1:0-3-8,Edge),13:0-0-1,0-0-31,[3:0-0-3,0-5-0],13:0-3-8,Edgel LOADING (psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) i/deft Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.48 Vert(LL) 0.13 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.12 4-7 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.14 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:53 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 Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=577/0-3-8,3=577/0-3-8 Max Horz 1=-85(LC 10) Max Uplift 1=-356(LC 12),3=-356(LC 12) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-777/899,2-3=-777/899 BOT CHORD 1-4=-698/622,3-4=-698/622 WEBS 2-4.-472/309 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi4).18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-2-8,Exterior(2)7-2-8 to >>‘r,i till i 11/i 10-2-B,Interior(1)10-2-8 to 14-5-0 zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown; ,SOS vt,tU S L, •111/i Lumber DOL=1.60 plate grip DOL=1.60 % � . F �• • 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,•% .••\C•E N S•• •i 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 •• \- '..• 0 will fit between the bottom chord and any other members. 5)Provide mechanical connection(byothers)of truss to bearingplate capable of withstanding356 lb uplift at 1 and 356 lb uplift at N O 34 869 aP P joint * • •L* :: joint 3. .. • 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. =13. r r r r O' r 41C)NAiiimi��'..„,s, 0%� Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 t I mese A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. tut Design valid for use only with MiTeke 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,seeANli//MI OuaDy CIMIb,DSI-89 and SCSI SUSdIng Component 6904 Parke East Blvd. Safety Intonnaflbmvallable from Truss Plate Institute,218 N.Lee Street-Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type .Qty Ply T14392529 15560T0 T03 Common 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:18:55 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-HOpHTWYrQbQ9P7MaL6IINX4FT?xYhEmYVBJ3nyz2jDU 7-2-8 13-5-8 7-2-8 6-3-0 5x6= Scale=1:26.8 2 eelli 6.00 12 1 10 1 1 Old 5x6 �3 'i' 11111111111111111111111 _1M . 0 PM ►O 54x5= ►�A 3x8 II 43x5 II 7-2-8I 13-5-8 I7-2-8 6-3-0 Plate Offsets(X,Y)— [1:0-3-8,Edgel,[1:0-0-3,0-5-01,[1:0-0-1,0-0-31,13:Edge,0-2-41,14:0-2-12,0-1-81 LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) (/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.16 5-8 >995 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.13 5-8 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.27 Horz(CT) -0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:59 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 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 4=533/0-5-8,1=533/0-3-8 Max Horz 1=79(LC 11) Max Uplift 4=-330(LC 12),1=-328(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-672/777,2-3=-667/793,3-4=-485/535 BOT CHORD 1-5=-615/528 WEBS 2-5=-387/254,3-5=-381/364 NOTES- 1) OTES1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi�.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-2-8,Exterior(2)7-2-8 to X111111 F 11/g, 10-2-8,Interior(1)10-2-8 to 13-3-12 zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown; ��,.vUS ��/�� Lumber DOL= 1.60 plate grip DOL=1.60 �� 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •.% ••\-GI EN.3••ri 'i' .• 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 •• F•••• will fit between the bottom chord and any other members. 34869 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 330 lb uplift at joint 4 and 328 lb uplift at = *• joint 1. _ • , * /6)This truss design requires that a minimum of 7/16°structural wood sheathing be applied directly to the top chord and 1/2'gypsum • sheetrock be applied directly to the bottom chord. •CC r. i •.`t�- l ` ` fb • �: ° Ss`. OR1 —.*`• • `�� •• ,��N A�11r .s Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE* -7073 rev.10/03/2016 BEFORE USE. mit Design valid for use only with MITekOO 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 individualtruss 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,seeAMi/gPll QuaWy CNMMI°,Dee-e9 and PCS huIdhp Component 6904 Parke East Blvd. Safety rtonm tlonavaliabie Corn Truss Plate institute.218 N.Lee Street.Suite 312,Nexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type ! t Qty Ply 714392530 15560T0 T04 Common 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:18:55 2018 Page 1 I D:o7oVPOORbQC9BoD6udD89DzOW DY-HOpHTW YrQbQ9P7MaL6IINX4FZ?xuhE_YVBJ3nyz2jDU 7-1-0 13-4-0 7-t-0 I 6-3-0 1 5x6= Scale=1:26.7 3 iiI, FA 6.00 12 13 12 11 Sx6 4x5 4 2 1tl IZIIIIIIIIIIIIIII=1__1 11111 Ea I; 64x5= j�� 53x5 I I 3x5 11 7-1-0 13-4-0 7-1-0 1 6-3-0 Plate Offsets(X,Y)-- [1:0-2-0,0-0-51,[4:Edge,0-2-41,[5:0-2-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.14 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 •Vert(CT) -0.11 6-9 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.26 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/FPI2014 Matrix-AS Weight:60 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 SLIDER Left 2x4 SP No.3 1-6-0 FiEFC i i VINS. (ib/size) 1=628/0-5-8,5=52710-5-8 Max Horz 1=78(LC 11) Max Uplift 1=-325(LC 12),5=326(LC 12) FORCES. (Ib)-Max.Comp-/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-645/766,3-4=-655/780,4-5=-479/528 BOT CHORD 1-6=-602/516,5-6=-252/215 WEBS 3-6=-381/251,4-6=-362/349 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;tt=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-1-0,Exterior(2)7-1-0 to 10-1-0,Interior(1)10-1-0 to 13-2-4 zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown; ,,%11111I1 iiiii Lumber DOL=1.60 plate grip DOL=1.60 .sS vLIU$ /..z-_l/i, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �S •- e• 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ♦% .•• G E Ns'. •� will fit between the bottom chord and any other members. .. 0 F•.•, i 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 325 lb uplift at joint 1 and 326 lb uplift at ... • • ,„,.. ••• : a' s 34869 joint 5. *• •: 6)This truss design requires that a minimum of 7/16°structural wood sheathing be applied directly to the top chord and 1/2°gypsum • z-0 1, r / ,4 sheetrock be applied directly to the bottom chord. • * ..i.uz. i :cr...: i ..:4,0: "i,;10 N A�1. c<.1 4 0 R‘0..• \ • AN.. �0 :13: .Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,201E t V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE P//-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 lit 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,seeANVV/PI,Dually Olinda,DS/-89 and ICS/luldhp Companat/ 6904 Parke East BNd. Safely h/em anonavdiable from Truss Nate institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type a 4 Qty Ply T14392531 15560T0 T05 ROOF SPECIAL SUPPORT 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:18:57 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-DOx2uCZ6yDgtfRW zSXnDSyAe6ohx9AKrzVo9sgz2jDS 13-0-12 17-2-0 23-5-8 13-0-12 4-1-4 6-3-8 5x6= Scale=1:62.3 11 10 12 9 • 13 8.00 FIT •• 8 14 7 15 6 16 5 i 17 18 • 3 4 2 Q i 'T.'� {I0 a a a 6 B 0 'F7 F 9 19 o d 39 38 37 36 35 34 33 32 31 30 29 28 27 iTII o 3x4 I I 6x6= 25 24 23 22 21 20 17-2-0I 23-5-8 17-2-0 6-3-8 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) n/a - n/a 999 MT20 244/190 TOOL 10.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a - n/a 999 BOLL 0.0 " Rep Stress Ina YES WB 0.14 Horz(CT) 0.00 20 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-R Weight:226 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2`Except` except end verticals. 14-25:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 11-29,10-30,12-28 OTHERS 2x4 SP No.3 REACTIONS. Aii bearings 23-5-8. (lb)- Max Horz 39=-245(LC 10) Max Uplift All uplift 100 lb or less at joint(s)20,29,30,31,32,33,34,35,36,37,28,27,24,23,22,21, 26 except 39=-324(LC 10),38=-i95(LC 11) Max Gray All reactions 250 lb or less at joint(s)20,25,30,31,32,33,34,35,36,37,28,27,24,23,22, 21,26 except 39=341(LC 11),29=265(LC 12),38=306(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All tomes 250(Ib)or less except when shown. TOP CHORD 1-2=-303I3088-9=-231f272,9-10-283/333,10-11-304/360,11-12-304/360, " WEBS 11-29=-299/214 NOTES- 1)Unbalanced roof live loads have been considered for this design. ,��1 t 1I H H 1,II 2)II;Exp C;End.ind:ASCE 'GCp0; i=0.18;MWFRS(directional)one)a d Cd gust) -C Comer(3)a1 12 tof3-11COL Exterior(2)3-17-12 o5ft;L=24ft;13-0-12,Comer(3)'Cat. ,`��,��.US ��/,°le 13-0-12 to 16-0-12,Exterior(2)16-0-12 to 23-3-12 zone;end vertical left exposed;C-C for members and forces&MWFRS for ,..% .••\G E N,s:•• moi. reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •• \.- F••.. 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry No 34869 1. Gable End Details as applicable,or consult qualified building designer as per ANSI/I-PI 1. * ••• . 4)All plates are 2x4 MT20 unless otherwise indicated. r. 5)Gable requires continuous bottom chord bearing. - 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). U , ,, ...• ... 7)Gable studs spaced at 1-4-0 oc. ' • I - • Q ;•<(/ 8)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. ... ei •• 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 - •••••4 ,c •* .\ •% will fit between the bottom chord and any other members. s•.•........V-_\--, ••• ,.?%• 10)Bearing at joint(s)26 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify II S/ L� t% capacity of bearing surface. I/III�IV'''�`�� 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)20,29,30,31, 32,33,34,35,36,37,28,27,24,23,22,21,26 except(jt=lb)39=324,38=195. Julius Lee PE No.34869 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)39,29,30,31,32,33,34,35,36,37,38, MiTek USA,Inc.FL Cert 6634 P8,27. 8904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MI1-7473 rev.10/032015 BEFORE USE mit Design valid for use only with Milek®connectors.lens 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,seeANSJ71911 QualyCrI.M,DS8-9 and ICS!Building Component 6904 Parke East Blvd. Stably rdonnal/aenvdlable from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job I Truss Truss Type • .1 1 Qty Ply 1 T14392532 15560T0 T06 Roof Special 13 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:18:58 2018 Page 1 I D:o7oVPOORbQC9BoD6udD89DzOW DY-hbVQ5YakjW okGa590EIS?9im2CwbuTH?C9YjOHz2jDR 6-8-2 13-0-12 17-2-0 23-5-8 6-8-2 6-4-10 4-1-4 6-3-8 6x8 Scale=1:66.7 3 8.00 TIT 13 14 4x5'Z 4 2x4 I Oor 2/ 15 4x5 5 12 6x6-i 1 yr r, or. v r r. . .z 8O 11 10 16 9 ..1J'.--uninkt 3x4 i I 7x10= 4x5= 7 6 4x5= 2x4 II 6-8-2 13-0-12 17-2-0 23-5-8 I 6-8-2 6-4-10 4-1-4 6-3-8 Plate Offsets(X,Y)-- [1:0-2-12,0-2-0],(3:0-5-12,0-3-01,j4:0-1-8,0-2-01,[5:0-2-4,0-2-01,17:0-2-4,0-2-01,[8:0-3-12,0-0-0],]10:0-3-8,Edge1 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.08 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.13 9-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.80 Horz(CT) 0.10 6 n/a n/a BCDL 10.0 Code FBC20171T'P12014 Matrix-AS Weight:172 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. 4-7:2x6 SP No.2 WEBS 2x4 SP No.3 REAL T i A' • (Ib/size) 11=927/U-5-8,6=927/0-3-8 Max Horz 11=-259(LC 10) Max Uplift 11=-236(LC 12),6=-250(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1126/337,2-3=-1316!561,3-4=-878/382,4-5=-740/271.1-11=-862/302, 5-6=-906/320 BOT CHORD 10-11=-186/364,9-10=-69/638,8-9=-136/604,7-8=-284/108,4-8=-305/139 WEBS 2-10=-555/358,3-10=-318/695,3-9=-74/357,1-10-971715,5-7-138/632 NOTES- 1)unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 13-0-12,Exterior(2) ,`11111II1/14. 13-0-12 to 16-0-12,Interior(1)16-0-12 to 23-3-12 zone;end vertical left exposed;C-C for members and forces&MWFRS for S�,, .tLk.tS. CF I0, reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 . ••••. ` �j� 3)This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. ♦♦� .••�C E N S+••• �� 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 ♦♦ •* V F•••. will fit between the bottom chord and any other members,with BCDL=10.0psf. :• • i 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 34869 11=236,6=250. • 011 * L • 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum = • sheetrock be applied directly to the bottom chord. *""fl / CC► %'�'�. < OR,OQ:�\� i,��1/p'ONRA' -13:t. ti�� Julius Lee PE No.34669 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 � I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.10/032015 BEFORE USE. Design valid for use only with MiTekS connectors.This design k 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 Ibis 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 inpny and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSVIP/I QuaNyCrhrfa,DS8d9 and 8CSI Bidding Component 6904 Parke East Blvd. Sandy hfommanonavallable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • 9 Qty Ply T14392533 15560T0 T07 Roof Special 13 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:18:59 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-9n2oJtbMTgwbukgLayghXNFx9cB4dzb8QpHGwjz2jDO 2-5-8 7-9-2 13-0-12 15-1-8 23-5-8 I2-5-8 I 5 3-10 I 5-3-10 1 2-0-12 I 8-4-0 I 5x6= Scale=1:67.0 4 8.00 12 19 20 4x5�- 4x5-i5 3 I 21 4x5 4x5�i g 18 4x5�i 2 �, 4.' r 12 'IAI"14 .1 v 3x8_ 11 10 3x8-', 14 13 o 0 2x4 4x5= 4x10= 2x4 II l ::1; Ia � 4x5= 2x4 II Y 8 7 2x4= 4x6= 2x4 I I 2-5-8I 7-9-2 I 13-0-12 15-1-8 i 17-2-0 23-5-8 2-5-8 5-3-10 5-3-10 2-0-12 2-0-8 6-3-8 Plate Offsets(X,Y)-- [2:0-1-8,0-2-OL 15:0-1-8,0-2-01,[6:0-2-4,0-2-0],[8:0-2-12,0-2-01,19:0-3-12,0-2-81,[12:0-3-8,0-1-81,[13:0-2-4,0-2-01 1 LOADING (psf) SPACING- 2"0-0 CSI. DEFL. in (lac) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.10 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.20 9-10 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.61 Horz(CT) 0.26 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS 1Weight:175 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. 2-13,5-8:2x6 SP No.2,15-16:2x4 SP No.3 WEBS 2x4 SP No.3 REACTlViv5. (ib/size) 14=9z7i0-5-d,7=9z7/0-d-8 Max Horz 14.259(LC 10) Max Uplift 14=-236(LC 12),7=-250(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-929/278,2-3=-1177/382,3-4=-910/373,4-5=-923/390,5-6=-746/272, 1-14=-938/291,6-7=-915/322 BOT CHORD 13-14=-202/255,12-13=-314/108,2-12=-266/135,11-12=-391/1185,10-11=-241/951, 9-10=-150/664,8-9=-272/105,5-9=-289/140 .. ;; ;2— ,.2 ., , 2 , ,,_27 ;22.t, 4,22 , , 6-8=-139/628 NOTES- 1)Unbalanced roof live loads have been considered for this design. `, 1111111///1,, 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. `%% 0LIUS CF s WFRS and C-C 113 0-12 to 16-0-12,Intenorr(1nd.,GCpi=0.18;M 16-0-12 toal23-3 12)zone; d vertical left exposed;GC or memb-12, ers s and forces&MW FRS for(2) sob •••�G E dd.. /00 reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ♦ 5" k‘..•• • 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. • :• • • •• 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 34869 *: will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) * 14=236,7=250. :"0: / / •cc 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum *•Apil- � •' % •�<u • sheetrock be applied directly to the bottom chord. `; 1^ �`'/ONA•Iiiiiit'EC�0%. si.Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33810 Date: June 26,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-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 verily 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 tabricalbn,storage,delivery,erection and bracing of trusses and truss systems.seeAlNSI/IPII Quail),Catena,DS11d9 and ACS/Buldhg Component 6904 Parke East Blvd. Safely IrfemfatIonavailabfe from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job ITruss Truss Type 1 Qty Ply 1 T14392534 15560T0 T08 Half Hip 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:00 2018 Page 1 I D:o7oVPOORbQC9BoD6udD89DzOW DY-dzcAW Dc_E82SW uFX8f Lw4ao4n0XtMOxHfT1 gT9z2j DP 1 2-11-8 1 5-5-7 I 7-11-6 10-5-5 12-11-3 15-5-2 I 17-11-1 20-8-8 2-11-8 2-5-15 2-5-15 2-5-15 2-5-15 2-5-15 2-5-15 2-9-7 Scale=1:37.5 6.00 12 3x6- 6x83 Special 2x4 I I 2x4 II 2x4 I I 6x6= 2x4 II 5x12= ( _____124x5= 5 4x5= 7 8 10 11 T 4x5 rr�'� m "G 21N,:___11, 'u _ 1_ir // • O2U Nr I?' 1 r 17 16 15 14 13 12 18 2x4 II 4x10= 7x10= 4x5= 4x5= 4x10= 2x4 II 1-6-5 . 2-11-8 5-5-7 10-5-5 12-11-3 17-11-1 20-8-8 1-6-5 ' 1-5-3 2-5-15 4-11-14 2-5-15 4-11-14 2-9-7 Plate Offsets(X,Y)-- [2:0-1-4,0-3-0),(11:0-5-8,0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.21 15-16 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(CT) -0.32 15-16 >776 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.73 Horz(CT) 0.05 20 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.14 15-16 >999 240 Weight:114 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 12-16:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-1-3 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 18=1522/0-5-8,20=1154/0-3-8 Max Horz 18=100(LC 12) Max Uplift 18=-161(LC 8),20=-326(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1188/254,2-4=-1031/352,4-5=-2652/664,5-6=-2652/664,6-7=-2999/770, 7-8=-2999/770,8-9=-2999/770,9-10=-1349/372,10-11=-1349/372,1-18=-1486/327 BOT CHORD 16-17-453/1874,15-16=-785/3037,14-15-770/2999,13-14=615/2271 10-13=-281/113,11-13=-418/1526,1-17=-308/1361,2-17=-37/512,4-17=,1597/212, 11-20=-1192/337 NOTES- till IIII9g 1)2)Wind:ASCEanced roof live 7-10;Vuoads have 30mph(3 second gust)Vasdn considered for =10 mph;TCDL=5.0psf;BCDL=3.0psf;h=25tt;B=45ft;L=24f;eave=oft;Cat. %•s design. ��,Jv�'�US �FF��! II;Exp C;Encl.,GCpi=0.18;MFRS(directional)and C-C Exterior(2)0-1-12 to 5-11-15,Interior(1)5-11-15 to 20-3-4 zone;end •: •.•. ....... E N S+•• • vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� • V '••••• • 3) Provide adequate drainage to prevent water ponding. •• • 34869 • 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. : Ot * • 6)Bearing at joint(s)20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify •-0 • / i :cr capacity of bearing surface. p• ;LU 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 0.* �4(/ 18=161,20=326. °!'� ( Q Q'•• •� 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ale . . U' %• LOAD CASE(S) Standard ices,'i0 N AL E o� 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Julius Lee PE No.34869 Vert:1-2=-100,2-3=-100,2-4=-20,4-11=-100,12-18-10 MiTek USA,Inc.FL Cert 6634 Concentrated Loads(Ib) 6904 Parke East Blvd.Tampa FL 33810 Vert:4=-468 Date: June 26,201€ 111. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-7473 rev.10/03/1015 BEFORE USE. lilt 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 trusses and truss systems,seeANSJIPII Qually Cdtetta,DS11-19 and SCSI auldhp Component 6904 Parke East Blvd. Safety hfam tionavallable hon Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job truss Truss Type ' IQty Ply T14392535 1 15560T0 T09 ROOF SPECIAL GIRDER 1 3 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 8.210 s May 18 2018 MiTek Industries,Inc Mon Jun 25 16:29:49 2018 Page 1 ID:o7oVPOORbOC9BoD6udD89DzOW DY-5OCMsAGfe4JIkUp4EP3lcsG7UphCP0VijOo96Nz2iBO 2-11-0 4-9-8 9-3-12 13-10-0 18-1-8 22-8-8 2-11-0 1-10-8 4-6-4 4-6-4 4-3-8 4-7-0 Scale=1:41.4 6,00112 Special 2x4 II Special 4x6= _ 3 Special 5x6= 6x8 4x5= 2x4 :I 8x10= 10x14= j / 8x12 Special 5 Special Special 6 7 8 liHP— nn ` rn nn .in nn 19 14 13 21 22 12 23 24 11 10 9 15 THD26 _THD26 THD26 THD26 THD26 4x5 II 8x10— 3x5 10x12= 8x12= 4x10= 3x8 II THD26 THDH28-2 2-11-0 4-9-8I 9-3-12 13-10-0__ 18-1-8 22-8-8 2-11-0 1-10-8 4-6-4 4-6-4 4-3-8 4-7-0 Plate Offsets(X,Y)-- [1:0-2-4,0-2-81,14:0-5-8,0-3-01,17:0-4-4,0-4-81,18:0-5-8,0-5-0],(9:0-3-4,0-1-0],[10:0-3-4,0-2-01,[11:0-2-8,0-5-12],112:0-6-0,0-6-8],114:0-3-12,0-5-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.96 Vert(LL) -0.28 11-12 >958 360 MT20 244/190 TCDL 10.0 � Lumber DOL 1.00 BC 1.00 Vert(CT) -0.54 11-12 >498 240 BCLL 0.0 ' Rep Stress Incr NO WB 1.00 Horz(CT) 0.03 17 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Wind(LL) 0.15 11-12 >999 240 Weight:507 lb FT=20% i LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins, 4-7,7-8:2x6 SP No.2 except end verticals. BOT CHORD 2x8 SP No.2*Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 9-12:2x8 SP SS WEBS 2x4 SP No.3*Except' OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 15=5382/0-3-8 (min.0-2-5),17=4314/0-5-8 (min.0-2-2) Max Horz 15=71(LC 8) Max Uplift 15=-1269(LC 4).17=-893(LC 5) Max Gray 15=5904(LC 2),17=5456(LC 2) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 2: .,:4 , 207,34/3745. 5-18=-22772/3426,6-18=-22772/3426,6-7=-22772/3426,7-8=-12601/1947,9-16=-42/265, 8-16=-42/265 BOT CHORD 14-20=-2632/12897,13-20=-2632/12897,13 21=2704/1 3242,21-22=-2704/13242, 12-22=-2704/13242,12-23=-3746/20860,23-24=-3746/20860,11-24=-3746/20860, `,�� IIg 10-11=-2013/12984,9-10=-271/1592 s.s [. 190, 9, WEBS 5-12=-14050595 114-1444//33118,6--117 333/230,7-11=61570/1067347-10=-4749/814, ,�%• .S ... E N 5,�• ''ie• • 8-10=-1840/12085,8-17=-5828/958 `� . �, F•'.• � t NOTES- • • e 34869 1)3-ply truss to be connected together as follows: *; * Top chords connected with 10d(0.131"x3")nails as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. - • *iiiiht :• Bottom chords connected with MITRSLK-G412 as follows:2x8-3 rows staggered at 0-4-0 oc. =-p• :C' Web connected with 10d(0.131"x3")nails as follows:2x4-1 row at 0-9-0 oc. • . re .:,,, 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to #o.. r 4/ ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �• T Q-.. 3)Unbalanced roof live loads have been considered for this design. #e ' 0 R .. c, •� 4 Wind:ASCE 7-10; 5)II;Prov de adequate drainage e0mph(3-second gust)to Nwater(directional); naumberr DOL=1.60 plate grip DOL=1.60 psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ,,•iII `Q N A,E �`,` q 9 preventponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Julius Lee PE No.34669 7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide MiTek USA,Int.FL Cert 6634 will fit between the bottom chord and any other members. 6904 Parke East Blvd.Tampa FL 33610 8)Bearing at joint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify DaN; capacity of bearing surface. June 26,2018 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1269 lb uplift at joint 15 and 893 lb uplift i.urnwncu yr r Nays cmmim mil A WARNING-Verify deign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.1010312015 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 properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeA SUIPII DuallyCrlNda,D38-89 and 1CSI adding Componanl 6904 Parke East Blvd. Solely In/wmadonovallable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type s Qty Ply T14392535 15560T0 T09 ROOF SPECIAL GIRDER 1 3 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 8210 s May 18 2018 MiTek Industries.Inc. Mon Jun 25 16:29:49 2018 Page 2 I D:o7oVPOORbQC9BOD6udD89DZO W DY-5OCMsAGfe4Jl kUp4E P3IcsG7UphC P0VijOo96Nz2i B0 NOTES- 10)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 11)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-10-12 from the left end to 11-10-12 to connect truss(es)T11 (1 ply 2x4 SP)to back face of bottom chord. 12)Use USP THDH28-2(With 16d nails into Girder&16d nails into Truss)or equivalent at 13-10-0 from the left end to connect truss(es)T12(2 ply 2x6 SP)to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)6216 lb down and 1999 lb up at 14-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 15)Special hanger(s)or other connection device(s)shall be provided starting at 4-7-12 from the lett end to 11-11-8 sufficient to connect truss(es) (1 ply 2x4 SP)to front face of top chord. The design/selection of such special connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-100,2-3=-100,4-8=-100,9-15=-10 Concentrated Loads(Ib) Vert:11=-2981(B)19=-717(B)20=-717(B)21=-717(B)22=-717(B)23=-717(B)24=-717(B) 2)Dead+0.75 Roof Live(balanced)+0.75 Uninhab.Attic Storage+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-80,2-3=-80,4-8=-80,9-15=-10 Concentrated Loads(Ib) Vert:11=-5305(B)19=-680(B)20=-680(B)21=-680(B)22=-680(B)23=-680(B)24=-680(B) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-20,2-3=-20,4-8=-20,9-15=-30 Concentrated Loads(Ib) Vert:11=-513(B)19=-515(B)20=-515(B)21=-515(B)22=-515(B)23=-515(B)24=-515(B) 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=44,2-3=13,4-18=44,8-18=22,9-15=-6 Horz:2-3=-23,3-4.15 Concentrated Loads(Ib) Vert:11=257(B)19=201(B)20=201(B)21=201(B)22=201(B)23=201(B)24=201(B) 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=22,2-3=19,4-5=22,5-8=44,9-15=-6 Horz:2-3=-29,3-4=-36 Concentrated Loads(Ib) Vert:11=257(B)19=201(B)20=201(B)21=201(B)22=201(B)23=201(B)24=201(B) 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-21,2-3.30,4-8=-21,9-15=-10 Concentrated Loads(Ib) Vert:11=261(B)19=205(B)20=205(B)21=205(B)22=205(B)23=205(B)24=205(B) 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-21,2-3=-6,4-8=-21,9-15=-10 Horz:2-3=-14,3-4=-6 Concentrated Loads(Ib) Vert:11=261(B)19=205(B)20=205(B)21=205(B)22=205(B)23=205(B)24=205(B) 8)Demi_0.6 MWFRS Wins!(Pon intern-a!)1nf Parallel: Lumber umber lnnrease-1 Rel Plato Inn ronnn_1 tin Uniform Loads(plf) Vert:1-2=31,2-3=31,4-8=31,9-15=-6 Horz:2-3=-41,3-4=-49 Concentrated Loads(Ib) Vert:11=257(B)19=201(B)20=201(B)21=201(B)22=201(B)23=201(B)24=201(8) 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase-1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=16,2-3=16,4-8=16,9-15=-6 Horz:2-3=-26,3-4=-34 Concentrated Loads(Ib) Vert:11=257(B)19=201(B)20=201(B)21=201(B)22=201(B)23=201(B)24=201(B) 10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-21,2-3=-21,4-8=-21,9-15=-10 Horz:2-3=1,3-4=9 Concentrated Loads(Ib) Vert:11=261(B)19=205(B)20=205(B)21=205(B)22=205(B)23=205(B)24=205(B) 11)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-21,2-3=-21,4-8=-21,9-15=-10 Horz:2-3=1,3-4=9 Concentrated Loads(Ib) Vert:11=261(B)19=205(B)20=205(B)21=205(B)22=205(B)23=205(B)24=205(B) 12)Dead+Uninhabitable Attic Storage:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 1A-111111 lUCU yr I Nayc 0 �� ► WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIS-7473 rev.10..57312015 BEFORE USE. Design valid for use only with MITekJ 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 gracing MiTek- Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrcatbn,storage.delivery,erection and bracing of trusses and truss systems.seeANSLJIPII Quail),Criteria,DSB-89 and ACEI Building Component 6904 Parke East Blvd. Safety Intomrationavdiable from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss ype a IOty Ply T14392535 15560T0 T09 ROOF SPECIAL GIRDER 1 3 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 8.210 s May 18 2018 MiTek Industries,Inc. Mon Jun 25 16.29:49 2018 Page 3 I D:o7oVPOORbQC9BOD6udD89DZOW DY-5OCMsAGfe4JIkUp4EP3IcsG7UphCP0VijOo96Nz2iB0 LOAD CASE(S) Standard Uniform Loads(pif) Vert:1-2=-20,2-3=-20,4-8=-20,9-15=-10 Concentrated Loads(Ib) Vert:11-5839(B)19=-425(B)20=-425(B)21=-425(B)22=-425(B)23=-425(B)24=-425(B) 13)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-2=-81,2-3=-87,4-8=-81,9-15=-10 Horz:2-3=7,3-4=33 Concentrated Loads(Ib) Vert:11=153(B)19=111(B)20=111(B)21=111(B)22=111(B)23=111(B)24=111(B) 14)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pH) Vert:1-2=-81,2-3=-70,4-8=-81,9-15=-10 Horz:2-3=-10,3-4=-5 Concentrated Loads(Ib) Vert:11=153(B)19=111(B)20=111(B)21=111(B)22=111(B)23=111(B)24=111(B) 15)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase-1.60 Uniform Loads(pif) Vert:1-2=-81,2-3=-81,4-8=-81,9-15=-10 Horz:2-3=1,3-4=6 Concentrated Loads(lb) Vert:11=153(B)19=111(B)20=111(B)21=111(B)22=111(B)23=111(B)24=111(B) 16)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-2=-81,2-3=-81,4-8=-81,9-15=-10 Horz:2-3=1,3-4=6 Concentrated Loads(Ib) Vert:11=153(B)19=111(B)20=111(B)21=111(B)22=111(B)23=111(B)24=111(B) 17) 1st Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1-2=100,2-3=-100,4-8=-20,9-15=-10 Concentrated Loads(Ib) Vert:11=-2981(B)19=-717(B)20=-717(B)21=-717(B)22=-717(B)23=-717(B)24=-717(B) 18)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1-2=-20,2-3=-20,4-8=-100,9-15=-10 Concentrated Loads(Ib) Vert:11=-2981(B)19=-717(B)20=-717(B)21=-717(B)22=-717(B)23=-717(B)24=-717(B) 19)3rd Dead+0.75 Roof Live(unbalanced)+0.75 Uninhab.Attic Storage+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1-2=80,2-3=-80,4-8=-20,9-15=-10 Concentrated Loads(Ib) 20)4th Dead+0.75 Roof Live(unbalanced)+0.75 Uninhab.Attic Storage+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1-2=-20,2-3=-20,4-8=-80,9-15=-10 Concentrated Loads(Ib) Vert:11=-5305(B)19=-680(B)20=-680(B)21=-680(B)22=-680(B)23=-680(B)24=-680(B) 21) Reversal:Dead+0.0 MWFRS Wind(Pos.Internal)Lett:Lumber increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-2=44,2-3=13,4-18=44,8-18=22,9-15=-6 - Horz:2'S_23 .i_15 Concentrated Loads(Ib) Vert:11=-418(B)19=-382(B)20=-382(B)21=-382(B)22-382(B)19=-382(B)20=-382(B)21=-382(B)22=-382(B)23=-382(B)24=-382(B) 22) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-2=22,2-3=19,4-5=22,5-8=44,9-15=-6 Horz:2-3=-29,3-4=-36 Concentrated Loads(Ib) Vert:11=-418(B)19=-382(B)20=-382(B)21=-382(B)22=-382(B)23=-382(B)24=-382(B) 23) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-2=-21,2-3=-30,4-8=-21,9-15=-10 Horz:2-3=10,3-4=43 Concentrated Loads(Ib) Vert:11=-414(B)19=-378(B)20=-378(B)21=-378(B)22=-378(B)23=-378(B)24=-378(B) 24) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-2=-21,2-3=-6,4-8=-21,9-15=-10 Horz:2-3=-14,3-4=-6 Concentrated Loads(Ib) Vert:11=-414(B)19=-378(B)20=-378(B)21=-378(B)22=-378(B)23=-378(B)24=378(B) 25) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-2=31,2-3=31,4-8=31,9-15=-6 Horz:2-3=-41,3-4=-49 WI m ruata VII Payc v NM— A WARNING-Verfy design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.1W032015 BEFORE USE. itll Design valid for use only with MITekS)connectors.Ibis design Is based only upon parameters shown,and Is for an Irviivldual 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 MWTek 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,seeANSWIPII Quail),Climb,05849 and ICSI Juldhp Component 6904 Parke East Blvd. Safety InteMlationlvallable Corn Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type IQty Ply T14392535 15560T0 T09 ROOF SPECIAL GIRDER 11 3 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 8 210 s May 18 2018 MiTek Industries,Inc. Mon Jun 25 16:29:49 2018 Page 4 ID:o7oVPOORbQC9BoD6udD89DzOW DY-5OCMsAGfe4JIkUp4EP3IcsG7UphCP0VijOo96Nz2iB0 LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:11=-418(B)19=-382(B)20=-382(B)21=-382(B)22=-382(B)23=-382(B)24=382(B) 26)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=16,2-3=16,4-8=16,9-15=-6 Horz:2-3=-26,3-4=-34 Concentrated Loads(Ib) Vert:11=-418(B)19=-382(B)20=-382(B)21=-382(B)22=-382(B)23=-382(B)24=-382(B) 27) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-21,2-3=-21,4-8=-21,9-15=-10 Horz:2-3=1,3-4=9 Concentrated Loads(Ib) Vert:11=-414(B)19=-378(B)20=-378(B)21=-378(B)22=-378(B)23=-378(B)24=-378(B) 28) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-21,2-3=-21,4-8=-21,9-15=-10 Horz:2-3=1,3-4=9 Concentrated Loads(Ib) Vert:11=-414(B)19=-378(B)20=-378(B)21=-378(B)22=-378(B)23=-378(B)24=-378(B) 29) Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-81,2-3=-87,4-8=-81,9-15=-10 Horz:2-3=7,3-4=33 Concentrated Loads(Ib) Vert:11=-658(B)19=-616(B)20=-616(B)21=-616(B)22=-616(B)23=-616(B)24=-616(B) 30)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-81,2-3=-70,4-8=-81,9-15=-10 Horz:2-3=-10,3-4=-5 Concentrated Loads(Ib) Vert:11=-658(B)19=-616(B)20=-616(B)21=-616(B)22=616(B)23=-616(B)24=-616(B) 31) Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MW FRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-81,2-3=-81,4-8=-81,9-15=-10 Horz:2-3=1,3-4=6 Concentrated Loads(Ib) Vert:11=-658(B)19=-616(B)20=-616(B)21=-616(B)22=-616(B)23=-616(B)24=-616(B) 32)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MW FRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-81,2-3=-81,4-8=-81,9-15=-10 Horz:2-3=1,3-4=6 Vert:11=-658(B)19=-616(B)20=-616(B)21=-616(B)22=-616(B)23=-616(B)24=-616(B) � I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND NICLUDED MITEK REFERANCE PAGE MN-7473 rev.1099312015 BEFORE USE. Design valid for use only with MITek®connectors.Ibis 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 balding 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 possbie personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and muss systems.seeA d //Pll amity Cdhda,1958.89 and 8CC adding Component 6904 Parke East Blvd. Safetyhlbnnafancrvdlable from TIUSS Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type 4 • Qty Ply T14392536 15560T0 T10 Common Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:03 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOW DY-2YIJ9FetX3RONMzepnudiDQk?DmzZu?kLQFU4Uz2jDM 9-11-8 19-11-0 9-11-8 9-11-8 5x6= Scale=1:38.8 8 7 A, 9 6.0012316 : y 1032 5 rb. 11 .4 12 • 3 Q : 13 2 : . : 14 4x5 46* 15 40 oil. 4' aro 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 4x5= 6x6— 4x5= 19-11-0 1 19-11-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud j PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a - n/a 999 BCLL 0.0 * ( Rep Stress Incr YES i WB 0.07 Horz(CT) 0.00 17 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:138 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 19-11-0. (ibj- Max Horz ou=i 15(LC i i) Max Uplift All uplift 100 lb or less at joint(s)30,24,25,26,27,28,29,22,21,20,19,18,17 Max Gray All reactions 250 lb or less at joint(s)30,16,23,24,25,26,27,28,29,22,21,20,19,18,17 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=13Omph(3-second gust)Vasal=101 mph;TCDL=5.Opst;BCDL=5.0pst;h=251t;B=45tt;L=24ft;eave=2tt;Cat. -i:xp v .- •....F:.=.:. '...R3l.iiiecti al)ar;st v':: .=t.:i::: .; -.,:.... e...., ,::3 ..v-,,- , _-T �,t5.:j- .-.. 12-11-8,Exterior(2)12-11-8 to 19-9-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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 ANSVTPI 1. ``,1rtt 111111111, 4)All plates are 2x4 MT20 unless otherwise indicated. ,�� J�,US � i 5)Gable requires continuous bottom chord bearing. %•%°‘‘S‘3' � •••. F �j� 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). .: .•',C E N d•• ,� 7)Gable studs spaced at 1-4-0 oc. �� •• V 6'..•• 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r . 34869 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 •• ior will fit between the bottom chord and any other members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)30,24,25,26, • * / 27,28,29,22,21,20,19,18,17. : 9 / /.\..1.4.1:: .i. ► 'S �� .-10 NA' l Es`. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 26,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.11/03/2015 BEFORE USE. Design valid for use only with MITeke connectors.this design B 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 Ihk design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web aid/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.seeA111/IM/Ovally Plata,058-89 and BCS/Belding Component 6904 Parke East Blvd. Safety bdonnafonavaliabie from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type s r Qty Ply T14392537 15560T0 T11 Common 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jun 25 14:19:05 2018 Page 1 ID:o7oVPOORbQC9BoD6udD89DzOWDY-_xQ3Zxg73ghkcf7VwCx5neV?o1H311Mlpkkb8Nz2jDK 1 5-4-4 I 9-11-8 I 14-6-12 i 18-5-8 5-4-4 4-7-4 4-7-4 3-10-12 6x6= Scale=1:39.2 3 6.00 Fri 11 12 2x4 I 2x4 II 2 4 13 1 10 4x5 WI 5 4x5 rm m mv N r _-ENO weaw r, Fiti 9 8 14 15 7 6 2x4 1 8x12= 4x10= 2x4 II 5-4-4 14-6-12I 18-5-8 i 5-4-4 9-2-8 3-10-12 Plate Offsets(X,Y)-- (3:0-3-0,0-2-4),(8:0-5-0,Edge) I I I I LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Udefi lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.20 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.36 7-8 >609 180 BCLL 0.0 * Rep Stress Incr YES WB 0.27 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS I Weight:110 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 REACTIONS. (lb/size) 9=727/0-5-8,6=727/Mechanical Max Horz 9=-i 54(LC 10) Max Uplift 9=-186(LC 12),6=-195(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-894/287,2-3=-903/412,3-4=-738/363,4-5=-712/248,1-9=-692/270,5-6=-721/266 BOT CHORD 7-8=-132/535 WEBS 2-8=-323/243,3-8=-156/461,4-7=-281/216,1-8=-139/715,5-7=-170/692 NOTES- 2) Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-11-8,Exterior(2) 9-11-8 to 12-11-8,Interior(1)12-11-8 to 18-3-12 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,``��t11I1t1/,,1, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�S �LIU S CF e,� 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,• ••.. 0j will fit between the bottom chord and any other members,with BCDL=10.Opsf. �� •••�G E N s+•• •�• 5) Refer to girder(s)for truss to truss connections. ••• V F•••. I* 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) • �• 34869 9=186,6=195. • • 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 : *= * ifit • "' sheetrock be applied directly to the bottom chord. * 011 --al :cr_ ', gi,4 0 R\c) •'n; • • Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33810 Date: June 26,201E -- A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE ME-7473 rev.10103/2015 BEFORE USE. Nut 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 systern.Before use,the building designer must verily the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required tor 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,seeAN,y/IP11 Ovally OHM,D58.119 and ICI Pilaw Component 6904 Parke East Blvd. Sandy IrMrmalbn'svdlable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job ;Truss Truss Type ° IQty !Ply T14392538 15560T0 T12 HALF HIP GIRDER 1 j 2 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 8.210 s May 18 2018 MiTek Industries,Inc. Mon Jun 25 1632:05 2018 Page 1 ID:070VPOORbQC9B0D6udD89DzOW DY-6ZQnOgvzcsS?2NCDCzWf7XvROeAxGWGj_BIMsVz2i8u 6-1-0 11-10-8 18-5-8 610 I 5-9-8 6-7-0 6x6 1\ 5x6= Scale=1:45.8 3 9 4 6.00 4x5 2 0. 4x6 1 I III III III 111111dl IN 8, 10 11 7 12 13 6 14 15 16 5 4x5= THD26 8x10= THD26 THD26 8x10= THD26 THD26 3x8 MT2OHS!i THD26 THD26 THD26 6-1-0 11-10-8 18-5-8 6-1-0 5-9-8 I 6-7-0 Plate Offsets(X,Y)-- 1:0-2-12,0-2-0],[4:0-3-0,0-2-4],[5:Edge,0-3-8],[6:0-5-0,0-4-12],[7:0-5-0,0-4-8],[8:0-1-8,0-2-0] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.11 5-6 >999 360 ' MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.20 5-6 >999 240 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO I WB 1.00 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPl2014 Matrix-MS Wind(LL) 0.02 7-8 >999 240 Weight:267 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-13 oc purlins, BOT CHORD 2x6 SP No.2*Except* except end verticals. 5-7:2x6 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 4-5 4-5:2x4 SP No.2,1-8:2x6 SP No.2 REACTIONS. (lb/size) 5=2991/Mechanical,8=2694/0-5-8 (min.0-2-8) Max Horz 8=282(LC 8) Max Uplift 5=-271(LC 5),8=-245(LC 5) Max Gray 5=5759(LC 12),8=4262(LC 12) FORCES. (ib)-Max.Comp./Max.Ten.-Ali forces 250(ib)or less except when shown. TOP CHORD 1-2=-5825/222,2-3=-3891/145,3-9=-3492/170,4-9=-3492/170,4-5=-4004/290, 1-8=-3761/182 __: _HOR _ :31::: .12 6-13=-373/5116 WEBS 2-7-14/1938,2-&-2038/247,3-6-87/1619,4-6-248/5236,1-7=-4214859 NOTES- 11111111/ 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: ASO" II IS i 1.4-/ Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. •N �� ..•••F� 1j Bottom chords connected as follows:2x6-2 rows staggered at 0-8-0 oc. �•, . c E N '•• ,.j Webs connected as follows:2x4-1 row at 0-9-0 oc. . .�\.- SF.•.• °ice 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 34869 3)Unbalanced roof live loads have been considered for this design. X *; * 4)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 C;End.,GCpi=0.18;MWFRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 ="0; / :: 5) Provide adequate drainage to prevent water ponding. p ,7 .. ' ; (V 6)All plates are MT20 plates unless otherwise indicated. i O <(/ 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •• , Ii"..* 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 #j�` 0 A'�G••`� ,•% 9)Re will fer t ogirder(s)for truss to truss connections.other members,with BCDL=10.Opsf. �I,I,',,ON A',;,,`�•,, 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 271 lb uplift at joint 5 and 245 lb uplift at joint 8. Julius Lee PE No.34869 11)Use USP THD26(With 16d nails into Girder&NASD nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 4-0-12 from MiTek USA,Inc.FL Cert 6634 the left end to 17-7-8 to connect truss(es)FT02(1 ply 2x4 SP)to back face of bottom chord. 6904 Parke East Blvd.Tampa FL 33610 12) Fill all nail holes where hanger is in contact with lumber. •Date: 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)570 lb down and 198 lb up at June 26,2018 2-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. t W.rtn rrrucuvnCVaye c liafu4fY6$yel 0Parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03!2015 BEFORE USE. ith• Design valid for use only with Milek®connectors.lhls design is based only upon parameters shown,and Is for(Zr Individual building component,not a truss system.Bel re use,the building designer must vedfy the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of IrldMdud truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Inlay and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAN11/IMI Ovary Crhlb,DS11-69 and SCSI aiding Companion? 6904 Parke East Btvd. Sandy IrltnnanotpvdIa ble from truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. I Tampa.FL 33610 Job ITruss Truss Type - .Qty Ply T14392538 1556070 712 HALF HIP GIRDER I 1 2 Job Reference(optional) Building Component Supply,Jacksonville.Fl 32256 8.210 s May 18 2018 MiTek Industries,Inc. Mon Jun 25 1632:05 2018 Page 2 I D:o7oV POORbQC9BoD6ud D89DzO W DY-6ZQnOgvzcsS?2NC DCzW f7XvROeAxG W Gj_BI MsVz2i8u 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=-60,5-8=-20 Concentrated Loads(Ib) Vert:7=-471(B)6=-471(B)10=-471(B)11=-471(B)12=-471(B)13=-471(B)14=-471(B)15=-471(B)16=-474(B) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. mot 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 fuss systems seeAMVI/tl pilaw Cdfeda,DSI-09 and SCSI guiding Component 6904 Parke East Blvd. Safety IMo.ma/o.suvalable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610