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51 BEACH AVE RES19-0058 TRUSSES OFFICE COPY rid prior to installation. Otherwise, said claim will be denied. LOADING CRITERIA Type Roof Floor Top Chord Live Load 20 40 Top Chord Dead Load 7 10 Bottom Chord Live Load 0 0 Bottom Chord Dead Load 10 5 21.r f r., Total Load 37 55 Duration Factor 125 1.00 t' S , r A • . Fr+'e( • ot ----Outline of cantilever Building Code FBC 2017 RES LL --- —--- Wind Standard ASCE 7-10 f ,�q4y - --- —ry F,a,�,,>'° . Wind Speed 130 MPH e. - � 4-..4 41` 4 ;, 4 Y Q ' Wind Usage RES.CAT II ■m ■ ■ ■ Building Exposure D rite• ■ ■ 4.4.4,4 1. .4.x. ,4;°"4y>. ►.'.+.,b' Building Type Closed b b li J t',r F1-1266 '_• e ! 1 "1 l_l_! 11 I 1_I 1 1 -1 1.1 I I , 1 1 I __I !LJ I l 1 I 1 i�. II;'I 1 11 1 1 1 I�11 I I 1 1 1 I I I 1 I I mill 1 I . o f..«„ +r 34 1'i... 1r _L.. 1 F F4e204 ■� C q I L/4,&cif,. (le YA p )o, icyti �1 h '1'1`1 1°1i11 11� %L.,. 0/4 s� o/4 be, jtOe �I b ' ll Pico 61. • • 1 • fie ee t*t?iellt sk h / - - '°'-\ - N ecA sr P4 • we 21'r 24r Fau • FL-11 r 61 § Engineer of Record: _ ran,,,- '�'� - •- +'r 0'{B) r—��i 2, poP Al Luis A.Pontigo-FL PE#53311 ''r11N 102 4745 Sutton Park Court#204 • "'-• • 1,r lip ■ ■1 J03 Jacksonville, FL 32224 P P r O a' r re r Ta 1'r IIIIIa This Is a Truss Placement Plan Only ■ ■ t -i Trusses have been designed based on the • 1 1'r i I drawings provided to MBS by the Builder. '•r "J rr !!■I13Please refer to the truss engineering for any ■ • yes information not listed on this page 41_1 1, 1 .1 .47-g ' 1'°r Please refer to the BCSI -Summary Sheets 1 i l i i' 1 • ,. for proper bracing of trusses during erection I ■ ,'r 1, :� Manning Building 1 1�r 11155 Philips Parkway Dr E 112) P2-43 _..1 v c b -{ re ■ ■ t= Jacksonville,FL 32256 Phone'(904)268-8225 I ■ t'r■ ■ Fax:(904)260-2981 I tr t'4• #'-' VJ x,).(,+BS-CORP.COM t0 I trr C JAXTRUSl; MBS-CORP.COM I ■b . 1-7- I t tr, r _ Job# J190511-1 F`" Customer: The Angelo Group Project: Sorensen Beach Residence re _ 21'4" , 24 61 Lot/Sub: Sorensen Beach Address 51 Beach Ave City,State: Atlantic Beach,FL Scale: N.T.S. Date: 1/6/2020 WEYERHAEUSER EEl-JOIST 21360 WEYERHAEUSER RIMBOARD 6527.5 Designer: James Bratcher All claims for error or defective material must be made within 5 days of receipt of goods } 4,1P N. � G t4714t d 6 ' F <F !)r : a g' LVL s •anger List -,. L'.;7."1 •' -'i2 ory k ■ lraiL7■munitm _,,,,,_t,t� n 4 N. �4l4.b. 414ji 4ti4,4ti..' . 4 11111g . IMAM 111 ■:cshlj■RLAI! a�:u[. _ b Milci:y.Mlli { b 1'} I/ N b 1'P r.:F t'rP ..— - - -r I 7 t'P 3 11111 1 P + 1 11C b I - y B b L. /P it _ d E • t."4. 1 1 i i I. 11 t* I.- 9 1'A ✓ _ rive b 24.0' CP f 1 16.0.16.0. i WP 3'11. 15r TT . MT KIP R$ ri Mla. 4 4 S S / 9 Js . Jia L W ii lal'rJu JOa '• ■ ■ ir.,..,aii! ■ ; 1:, i im ID ■:'.'fllE.i■fLiitiLiatiliiiilialiAl 4 SPP • _ rot rot I7Pl},}2P 4- 4TP{TP 4,r �7P i7P y,{TPf ■ t TT 1 I 1 1. b 1' b '■ CP P•P PTP CP _ y �- - — J17 ' A J13 4 _ I I I € € € €€ € I I I K b ■ ■ N b I. _-__ b • troy of BMt]n aY d ripped down m m b.. �.—._—_— b Ila1]'b*no u1N an Ms Fr .Roof Ir • ■a i.. . L -__.-.__ b Y - - r. 2,7W , CO' 15'Cr PP 71'1,. - 22'T .- - } WO'FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 2197...... WEYERHAEUSER-EVEREDGE LVL 21359 ... NIA Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek OFFICE COPY RE: J190511-1-R - Sorensen Beach Residence MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: The Angelo Group Project Name: Sorensen Beach Model: . Lot/Block: . Subdivision: . Address: 51 Beach Ave, . City: Atlantic Beach State: FL Name Address and License #of Structural Engineer of Record, If there is one, for the building. Name: Luis A. Pontigo License #: 53311 Address: 4745 Sutton Park Court #204, . City: Jacksonville State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.3 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: 55.0 psf This package includes 61 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T19049014 F1-01 1/6/20 23 T19049036 F2-07 1/6/20 2 T19049015 F1-02 1/6/20 24 T19049037 F2-08 1/6/20 3 T19049016 F1-03 1/6/20 25 T19049038 F2-09 1/6/20 4 T19049017 F1-03A 1/6/20 26 T19049039 F2-10 1/6/20 5 T19049018 F1-04 1/6/20 27 T19049040 F2-11 1/6/20 6 T19049019 F1-04A 1/6/20 28 T19049041 F2-12 1/6/20 7 T19049020 F1-05 1/6/20 29 T19049042 A01 1/6/20 8 T19049021 F1-06 1/6/20 30 T19049043 A02 1/6/20 9 T19049022 F1-07 1/6/20 31 T19049044 801 1/6/20 10 T19049023 F1-08 1/6/20 32 T19049045 B02 1/6/20 11 T19049024 F1-09 1/6/20 33 T19049046 B03 1/6/20 12 T19049025 F1-10 1/6/20 34 T19049047 B04 1/6/20 13 T19049026 F1-11 1/6/20 35 T19049048 B05 1/6/20 14 T19049027 F1-12 1/6/20 36 T19049049 B06 1/6/20 15 T19049028 F1-13 1/6/20 37 T19049050 CO1 1/6/20 16 T19049029 F1-14 1/6/20 38 T19049051 D01 1/6/20 17 T19049030 F2-01 1/6/20 39 T19049052 E01 1/6/20 18 T19049031 F2-02 1/6/20 40 T19049053 E02 1/6/20 19 T19049032 F2-03 1/6/20 41 T19049054 E03 1/6/20 20 T19049033 F2-04 1/6/20 42 T19049055 E04 1/6/20 21 T19049034 F2-05 1/6/20 43 T19049056 J01 1/6/20 22 T19049035 F2-06 1/6/20 44 T19049057 J02 1/6/20 The truss drawing(s)referenced above have been prepared by MiTek USA, Inc. `,`t��r,timii,ii,� under my direct supervision based on the parameters ,••nix":` VF<A,/0#� provided by Manning Building Supplies. `�. •.\-\C E Ng-*•• • .• i. Truss Design Engineer's Name: Velez, Joaquin •• :• ! .;, 68182 1. My license renewal date for the state of Florida is February 28, 2021. = *. ��i►1 ••:* • ( * IMPORTANT NOTE:The seal on these truss component designs is a certification 3 STATE OF : iz/ that the engineer named is licensed in the jurisdiction(s)identified and that the % designs comply with ANSI/TPI 1. These designs are based upon parameters ��T•' 'c P..*. .1' shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ,i�c,•••4 O R k O• (j\s%` given to MiTek or TRENCO. Any project specific information included is for MiTek's or �i SS'/....... t:�\ ��` TRENCO's customers file reference purpose only,and was not taken into account in the �i,,i�N A;`,`��� preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, Joaquin Velez PE No.68182 the building designer should verify applicability of design parameters and properly MiTek USA,Inc.FL Cert 6634 incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 Velez,Joaquin 1 of 2 RE: J190511-1-R - Sorensen Beach Residence Site Information: Customer Info: The Angelo Group Project Name: Sorensen Beach Model: . Lot/Block: . Subdivision: . Address: 51 Beach Ave, . City: Atlantic Beach State: FL No. Seal# Truss Name Date 45 T19049058 J03 1/6/20 46 T19049059 J04 1/6/20 47 T19049060 J05 1/6/20 48 T19049061 J06 1/6/20 49 T19049062 J07 1/6/20 50 T19049063 J08 1/6/20 51 T19049064 J09 1/6/20 52 T19049065 J10 1/6/20 53 T19049066 J11 1/6/20 54 T19049067 J12 1/6/20 55 T19049068 J13 1/6/20 56 T19049069 J14 1/6/20 57 T19049070 J15 1/6/20 58 T19049071 J16 1/6/20 59 T19049072 J17 1/6/20 60 T19049073 J18 1/6/20 61 T19049074 J19 1/6/20 2 of 2 Job Truss Truss Type ` 'City Ply Sorensen Beach Residence 119049014 J190511-1-R F1-01 Floor 17 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:24 2020 Page 1 ID:xegP58cKHolZhcRZ7xR4wpyl8fK-SoCzs32L5dE8J W kAT13oG8pvuE2ZOFNjdRFtHhzy5jf 0-3-8 2-5-41-1-6 I Shale=1:28.2 4x7 II 3x3=3x3= 1.5x4 II 3x3= 1.5x4 II 3x3= 1.5x4 II 3x4= 3x3 II 1 2 3 4 5 8 7 8 9 e • • e • a o • • • - V NN- , N Z \— O b N • • • s e', 14 13 12 11 10 1.5x4 II 3x6= 3x5= 3x5= 3x6= - 16-9-6 � 3 16.5-14 Plate Offsets(X,Y)-- 11:0-3-0,Edge] LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (lac) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.20 Vert(LL) -0.06 12 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.39 Vert(CT) -0.09 11-12 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.00 10 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH 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 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=598/Mechanical,1=598/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-712/0,3-4=-710/0,4-5=-1316/0,5-6=-1316/0,6-7=-943/0,7-8=-943/0 BOT CHORD 12-13=0/1126,11-12=0/1240,10-11=0/376 WEBS 1-13=0/869,4-13=-520/0,6-11=-372/0,8-11=0/709,8-10=-682/0 NOTES- 1) Refer to girder(s)for truss to truss connections. 2) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 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. I1011111110/41, %N 01)pIU I N VF4 ��,� %%% ;1• 'GENS;'• ‘ ,'ice No 68182 S' 7."131.�•. S ti OF :mow: °,.. ,'P4' • R1Op.�\ .% iiiiiiiiiio- Joaquin Velez PE N0.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an 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,seeANSVIPII Quality Criteria.DS11a9 and BCSI Buldhlp Component 6904 Parke East Blvd. Safely tnformaMargvailable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type - r `Ory Ply 1 Sorensen Beach Residence T19049015 J190511-1-R F1-02 Floor 14 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:25 2020 Page 1 I D:xegP58cKHolZhcRZ7xR4wpyt8fK-w?mL4P2zsxM?wgl MOlat oMM46ePV9jfsr4_Rp7zy5je 2-5-4I 2-2-8 Scale=1:21.1 3x3 I I 3x3= 1.5x4 Il 3x3= 1.5x4 I I 3x6= 1 2 3 4 5 6 • • 0 — V- N — N Iii 10 9 8 7 3x6= 3x5= 3x5= 3x3 Il 12-8-8 12-8-8 LOADING (psf) I SPACING- 1-4-0 CSI. DEFL. in (lac) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.24 Vert(LL) -0.02 8-9 >999 480 I MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.29 Vert(CT) -0.05 9-10 >999 360 BCLL 0.0 I Rep Stress Incr YES WB 0.18 Horz(CT) 0.01 7 n/a n/a BCDL 5.0 I Code FBC2017/1P12014 Matrix-SH I Weight:75 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.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=457/Mechanical,10=457/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 6-7=-452/0,2-3=-758/0,3-4=-758/0,4-5=-497/0,5-6=-497/0 BOT CHORD 9-10=0/513,8-9=0/737 WEBS 2-10=-635/0,2-9=0/306,4-8=-300/0,6-8=0/631 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. y0111111114. ‘0` QU IN viii, • ,% O • ' ' ; XFi 0 �. , . , LENS '. No 68182 :-.P' STA OF : L/ • • i Job Truss Truss Type 4 'Qty Ply Sorensen Beach Residence 719049016 J190511-1-R F1-03 Floor 15 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:26 2020 Page 1 I D:xegP58cKHoIZhcRZ7xR4wpyt8fK-PBKkH13bdEVsYg1ZaS5G LZvEN2j9u9v04kk_LazySjd 0-3-8 H 2-5-4 10-11-4-I Sbale=1:27.9 4x7 II 3x3=3x3= 1.5x4 II 3x3= 1.5x4 II 3x3= 1.5x4 I I 3x4= 3x3 II 1 2 3 4 5 6 7 8 9 • • . • • • Z - -, NIN - 71° N- - , \ ; or P O • O , 14 13 12 11 10 1.5x4 II 3x6= 3x5= 3x5= 3x6= 3- 16-7-4 0-3-: 16-3-12 Plate Offsets(X,Y)-- ]1:0-3-0,Edge] LOADING (psf) SPACING- 1-4-0 I CSI. DEFL. in (lac) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.21 Vert(LL) -0.05 12 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.39 Vert(CT) -0.08 11-12 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0.00 10 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:97 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.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=591/Mechanical,1=591/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-703/0,3-4=-701/0,4-5=-1290/0,5-6=-1290/0,6-7=-899/0,7-8=-899/0 BOT CHORD 12-13=0/1108,11-12=0/1205,10-11=0/324 WEBS 1-13=0/858,4-13=-509/0,6-11=-383/0,8-11=0/719,8-10=-657/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 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. IIIIIIIIIig ,�NO100IN VFXilii .`� •�� '•C•E•Ng' Fc�• No 68182 •�'. S :I' . OF :Ili •,ISS, 0NAl —‘\•%%%• Joaquin • Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE UN-7473 rev 101D3/2015 BEFORE USE. 1111 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 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 tobrication,storage.delivery,erection and bracing of busses and truss systems,seeANSVRt1 Qualify C1Bala,DSB49 and ICSI auldlnp Campanian 6904 Parke East Blvd. Saf.Iy IrtfonnatIon jvailable from Truss Rate Institute,21 B N.Lee Street,Suite 312,Alexandria.VA 22314 Tampa,FL 33610 Job Truss Truss Type Qty Ply Sorensen Beach Residence T190490171 J190511-1-R F1-03A Floor 15 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:27 2020 Page 1 ID:xegP58cKHolZhcRZ7xR4wpyt8fK-tN u6U54 EOYdjA_SI8AcV unRM9S35dbU9JOTYuOzy5jc 0-1-8 H I 1-9-0 1 I 2-5-4 1-8-2 I scale:3/8•=1' 353= 1.5x4= 3x6= 1.5x4 II 3x3= 1.5x4 I I 3x3= 1.5x4 I I 3x3= 3x3 II 1 2 3 4 5 6 7 8 9 • ... } v e LP. i 16e� 7 N 7 N 7 \ i s .e I e •! Vr tr 15 4 et 13 12 11 10 3x3= 3x6= 3x8= 3x5= 3x5= 3x6= 2-0-0 2-11-8 19-2-2 2-0.0 0-1-8 17-0-10 Plate Offsets(X,V)-- [16:0-1-8,0-0-12] LOADING (psf) 1 SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) -0.05 12 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.41 Vert(CT) -0.08 11-12 >999 360 BCLL 0.0Rep Stress Incr NO WB 0.29 Horz(CT) 0.02 10 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:114 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.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 10=555/Mechanical,14=1329/0-7-10 Max Gray 10=561(LC 4),14=1329(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=0/576,2-3=-305/291,3-4=-305/291,4-5=-1116/0,5-6=-1116/0,6-7=-950/0, 7-8=-950/0 BOT CHORD 13-14=-576/0,12-13=-89/820,11-12=0/1144,10-11=0/487 WEBS 2-14=-763/0,1-14=-802/0,2-13=0/1013,4-13=-656/0,4-12=0/379,8-11=0/579, 8-10=-703/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. `1111111111/1�� 4)CAUTION,Do not erect truss backwards. ,`%S%P0U I N V�<"I,,, LOAD CASE(S) Standard `�%s ,Q•• . N S••.: F�-° 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 •• � F ••• Uniform Loads(plf) NO 681 82 •• Vert:10-15=-7,1-9=-67 *:: : Concentrated Loads(Ib) Vert:1=-500 .• 1,1 _ • S � ��iOF • �/ ' ,'lits�0NA��.0%- Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1411.7473 rev.10(03(2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeAN51/IPI1 Quality Criteria,DSI-$9 and ICS Building Component 6904 Parke East Blvd. Softie InfolmatIonovoiloble from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314 Tampa,FL 33610 Job Truss Truss Type .Qty Ply Sorensen Beach Residence T190490181 J190511-1-R F1-04 Floor 4 1 I Job Reference(optional) I Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:27 2020 Page 1 ID:xegP58cKHolZhcRZ7xR4wpyt8fK-tNu6U54EOYdjA_SI8AcVunR PnS8Ades9JOTYuOzy5jc 0-3-8 I-I I 2-5-4 I 0-11-4 3x6 II 3x3= 3x3= 1.5x4 II Scale=1:14.0 1 2 3 43x3= 5353 II N 34= 8 7 1.5x4 II 3x6= I 0-3-8 I 6- 7-4 I 0-3-8 6-3-12 LOADING (psf) l SPACING- 1-4-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.23 Vert(LL) -0.00 7 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.08 Vert(CT) -0.01 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 I Code FBC2017/TPI2014 Matrix-P Weight:44 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.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=225/0-3-8,1=225/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)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. 2)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 3)CAUTION,Do not erect truss backwards. `1111111111/11. ,����PQU I N vF< e,,� ,s- ,O ••'C'E'NS. ccciii • No 68182 *: :* - I Ism' STA4" OF : 41 Z.- i",�1/49,/O N A�E�`% it- Joaquin Velez PE No.68182 Mitek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual 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/lPl1 Quality ClM•ris.D5549 and SCSI Building Component 6904 Parke East Blvd. Safely mfoenallonovailoble from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I Job Truss Truss Type Qty Ply Sorensen Beach Residence T19049019 J190511-1-R IF1.04A Floor 1 1 i Job Reference(optional) I Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:29 2020 Page 1 I D:xegP38cKHolZhcRZ7xR4wpyt8fK-pm0svn5Uv9tR PHc7 FbfzzCXhKFgJS W tSmiyeyuzy5ja 0-1-8 1-9-02-5-4H I--- _ 1-9-6 Scale=1:17.0 TRUSS IS NOT DESIGNED TO SUPPORT CONCENTRATED 1.5x4= LOADS AT ITS CANTILEVERED END(S). 4x7 II 6x6-- 3x6 3x6 II 3x6 II 2 10 3 4 5 • j N . X—.---- • 0• 3x3= 3x5= 3x6= 3x6= 2-0-02 1 8 9-3-6 2-0-0 0-1--8 7-1-14 ---I Plate Offsets(X,Y)-- [1:Edge,0-1-8],[1:0-1-8,0-0-8] LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/dell lid I PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0.00 6-7 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.10 Vert(CT) -0.03 6-7 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT) -0.01 6 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:74 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 9-3-6 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 6=-32/0-3-8,8=2959/0-7-10 Max Uplift 6=-219(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=0/998,2-3=0/662,3-4=0/662 BOT CHORD 7-8=-985/0 WEBS 2-8=-2069/0,1-8=-1323/0,2-7=0/604,4-7=-517/0,4-6=0/336 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6=219. 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. 4)CAUTION,Do not erect truss backwards. ,,`,�r)1111111/ii�', LOAD CASE(S) Standard ``%`�0 Q....... N �/F�c�,e,, 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 � , . \G•E N S•• i'_ Uniform Loads(plf) .. V F••• • Vert:6-9=-7,1-10=-1038,5-10=-67 i 6 •8182 • • 7. o'. S:NPF,11.c. :00‘14c/:�''s`S� . % Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 I 11•1111111• , A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,The building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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,seeANSVIPIl Quality Criteria,DSB-89 and ICSI Bolding Component 6904 Parke East Blvd. Safety IMormallonovailable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 1 t. Job Truss Truss Type Qty Ply Sorensen Beach Residence T19049020 J190511-1-R F1-05 Floor 11 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:29 2020 Page 1 I D:xegP58cK H olZhc RZ7xR4wpyt8fK-pm0svn5Uv9t R P Hc7 FbfzzC X15 FnL5Xc Smi yeyuzy5j a 0-3-8 H---I I 2-5-4 I Scale=1:21.9 3x6 II 3x3= 3x3= 1.5x4 II 3x3= 1.5x4 II 3x3= 3x3 II 1 2 3 4 5 6 7 I 0-0 ' L� 7Nr. 7Nik. CD!) N b 8 e 11 10 9 1.5x4 H 3x5= 3x5= 3x6= 3-Q 13-1-4 -3-8 12-9-12 I LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.24 Vert(LL) -0.02 9 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.29 Vert(CT) -0.05 8-9 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.18 Horz(CT) 0.00 8 n/a n/a BCDL 5.0 Code FBC2017TrPI2014 I Matrix-SH Weight:77 lb FT=20%0F,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.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=463/0-5-0,1=463/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-528/0,3-4=-526/0,4-5=-774/0,5-6=-774/0 BOT CHORD 9-10=0/763,8-9=0/521 WEBS 1-10=0/644,4-10=-297/0,6-9=0/316,6-8=-646/0 NOTES- 1) 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. 2) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 3)CAUTION,Do not erect truss backwards. ``00111111//i�' QUIN No 68182 * : :* — .?3•" S 40 . OF :•�► • %'0,� %.4 • R 1 O P�\ 4. � Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSl/TPl1 Quality Criteria,DSS-119 and SCSI IWSdYtg Component 6904 Parke East Blvd. Safely hfonnationovallable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314 Tampa,FL 33610 4r Job Truss Truss Type -Qty Ply Sorensen Beach Residence I T19049021 J190511-1-R F1-06 Floor 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:30 2020 Page 1 ID:xegP58cKHolZhcRZ7xR4wpyt8fK-HyaE7766gT?H1 RBKpIACVP3wrf7aq_sc?MiCULzySjZ 0-3-8 I---I I 2 5-4I Scale=1:21.9 3x6 II 3x3= 3x3= 1.5x4 II 3x3= 1.5x4 H 3x3= 3x3 II 1 2 3 4 5 6 7 • p • o r o - 1 O O 6F N e ♦ r e 11 10 s 8 1.5x4 H 3x5= 3x5= 3x6= 3- 13-1-4 8.3-: 12-9-12 LOADING (psf) SPACING- 1-4-0 CSI. I DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.24 Vert(LL) -0.02 9 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.29 Vert(CT) -0.05 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.00 8 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:77 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.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=463/Mechanical,1=463/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-528/0,3-4=-526/0,4-5=-774/0,5-6=-774/0 BOT CHORD 9-10=0/763,8-9=0/521 WEBS 1-10=0/644,4-10=-297/0,6-9=0/316,6-8=-646/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 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. `,111111111111. OU iN No 68182 � :. ° ST � E OF ! u ` 4 ii, lo 11111 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.101032015 BEFORE USE. mit Design valid for use only with MTek®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 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,seeANSI/TPI1 Quality Ci tech,DSI-19 and SCSI Bolding Component 6904 Parke East Blvd. Safety kformallonavailable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Trues Truss Type r Qty Ply Sorensen Beach Residence T19049022 J190511-1-R F1-07 Floor 14 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:31 2020 Page 1 I D:xegP58cKHolZhcRZ7xR4wpyl8fK-188dKT7kRn78ebm W N0hR2dc4k3UyZRBI EO RI1 nzysjY 0-3-8 H I 2-1-12 II 2-5-4 I 1-10-4 0, 8 Scale=1:39.7 3x3= 1.5x4 II 3x3= 3x3= 3x6 II 3x3= 3x3= 1.5x4 II 3x6= 3x3= 1.5x4 I I 3x6 FP= 1.5x4 I 13x3= 3x6 II 1 2 3 4 5 6 7 8 9 10 11 12 13 , 8 h2 • • T.,ze NiNN.T., /,N.%i/0/ NN t ,• • r dsN 21 20 19 18 17 16 15 14 1.5x4 II 3x5= 3x6 FP= 3x5= 3x6= 3x5= 3x5= 1.5x4 II 0/318 10-3-0 I 22-4-4 221.7112 0-3-8 9-11-8 12-1-4 0-3-8 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.29 Vert(LL) -0.02 15-16 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.22 Vert(CT) -0.04 15-16 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.18 Horz(CT) -0.01 13 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:132 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.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 1=268/0-3-0,13=363/0-3-0,17=978/0-5-8 Max Gray 1=313(LC 3),13=383(LC 4),17=978(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-302/0,3-4=-300/0,6-7=0/480,7-8=-451/0,8-10=-451/0,10-11=-417/0,11-13=-420/0 BOT CHORD 18-20=-53/364,17-18=-480/0,15-16=0/545 WEBS 6-17=-519/0,6-18=0/625,4-18=-275/0,1-20=0/384,13-15=0/511,7-16=0/490,7-17=-634/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION,Do not erect truss backwards. 11 11 11 11//X0 00iN VF ill,`• O • ' ' F ' %• • GENS• � '0i No 68182 * : :* =-0� ,/ :i : :?�' ST��I" OF •'j/ N v. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev'.16/01r2015 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,seeANSVIPII Quality City da.05549 and SCSI Building Component 6904 Parke East Blvd. Safety Infonnadonavailable from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type a 'Qty Ply Sorensen Beach Residence T19049023 J190511-1-R F1-08 Floor 11 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:32 2020 Page 1 I D:xegP58cKHolZhcRZ7xR4wpyt8fK-DLh?Yo8MC4F?GI Li xj Cgbg8FuTgZIv7uSgBJZDzySjX 0-4-0 2-5-4 0.11-80 4-0 ~ I 3x6 Il 3x3= 3x3= 1.5x4 II 1.5x4 II 3x3 = 3x3= 3x6 II ~� Scale=1:13.8 1 2 3 4 5 6 id . 3.3= 10 9 8 7 1.5x4 II 3x3= 1.5x4 II I 0-4-0 I 6-8-0 17-0.0 I 0-4-0 6-4-0 0-4-0 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Ude Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.27 Vert(LL) -0.01 9-10 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.13 Vert(CT) -0.02 9-10 >999 360 BCLL 0.0 Rep Stress lncr YES WB 0.07 Horz(CT) -0.00 6 n/a n/a BCDL 5.0 I Code FBC2017/TPI2014 Matrix-SH Weight:45 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.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=228/0-3-8,6=228/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. ,`00111111/4. `,ANO QUIN VF< t,�� .` J� '........ 4,‹. •••-‘-','.l • No 68182 *: :* — '�' L/ '• SeO F : !�'n• ° iP � ;� ; 4OR1V �S ito Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIMIC REFERANCE PAGE M11-7473 rev.100312015 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.seeANSU1PI1 Quality Creek!,ria,DSB-$9 and BCSI Building Component 6904 Parke East Blvd. Safely Informaltonovailable from Truss Rate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314 Tampa,FL 33610 Job Truss Truss Type N Qty Ply I Sorensen Beach Residence 1 T19049024 J190511-1-R F1-09 Floor 6 1 ' Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:32 2020 Page 1 ID:xegP58cKHolZhcRZ7xR4wpyt8fK-DLh?Yo8MC4 F?GI LixjCgbg8FATlj IstuSgBJZDzy5jX 0-1-8 H 2-5-4 _ 2-1-10 Scale=1:29.6 3x10= 3x6= 1.5x4 II 3x3= 1.5x4 II 3x3= 1.5x4 II 3x3= 3x3 II 1 2 3 4 5 6 7 8 7ANIIIIII .q w 1 0 N_ O g N s r e e 1 e e 12 11 10 9 3x6= 3x8= 3x5= 3x5= 3x6= 17-10-10 3- 17-7-2 Plate Offsets(X,Y)— [14:0-1-8,0-1-8] LOADING (psf) SPACING- 1-4-0 CSI. DEFL, in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.31 Vert(LL) -0.07 11 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.50 Vert(CT) -0.11 10-11 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(CT) 0.03 9 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:107 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.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=1131/0-7-10,9=644/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=-1125/0,1-2=-837/0,2-3=-837/0,3-4=-1512/0,4-5=-1512/0,5-6=-1216/0,6-7=-1216/0 BOT CHORD 11-12=0/1280,10-11=0/1475,9-10=0/690 WEBS 1-12=0/975,3-12=-554/0,3-11=0/290,5-10=-325/0,7-10=0/657,7-9=-896/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 111111111/�� Uniform Loads Vert:9(13)-7,1-8=-67 `.��OPQU�N VF<F��,� Concentrated Loads(Ib) `�� , ,••�t✓•E•N S+' • Vert:1=-495 F ' No 68182 *: :* = ?3• d' To •• S • V OF :LUZ. OA\• As 1 P �; % �'••C OR10. \ s. Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Dale: January 6,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.10/1./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,not1111. 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 MNTek' 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.seeANSVIPI1 Gushy Criteria,DSB-$9 and SCSI Bidding Component 6904 Parke East Blvd. Safety lnformalton vailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314 Tampa,FL 33610 Job Truss Truss Type 'City Ply Sorensen Beach Residence T19049025 J190511-1-R F1-10 Floor 10 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:33 2020 Page 1 ID:xegP58cKHolZhcRZ7xR4wpyt8fK-hXFNI88_zONsuvwvUQjv72hRbsCQiNp2hKws5gzy5jW 0-3-8 3x6 II 3x3= 3x3= 1.5x4 II 3x6= 2-5-4 0-10-4 F—�—I I 2 3 I I a Scale=1:12.8 I ' N 3x5= 7 6 5 1.5x4 II 3x3 II 0-3-8 4-1-0 0-3-8 I 3-9-8 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.21 Vert(LL) -0.00 7 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.03 Vert(CT) -0.00 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-P Weight:32 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=132/Mechanical,1=132/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1) Refer to girder(s)for truss to truss connections. 2) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 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. 111111111// `�0 PQUI N VFX1i �-\ .'•. • No 68182 *: :* N v- .10 1111111 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10r03/2015 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,seeANS1/TP11 Quality Criteria.DU-89 and SCSI Bolding Component 6904 Parke East Blvd. Safely Infoenafonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 'Job Truss Truss Type l Qty Ply Sorensen Beach Residence 119049026 J190511-1-R Fl-11 Floor 10 1 ' Job Reference(optional) 1 Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:34 2020 Page 1 I D:xegP58cKHolZhcRZ7xR4wpyt8fK-AjplzU9dki Vj V2V528E8gFEcpGVhmpoBw_gPd6zy5j V 2-5-4 I 2-4-6 I Scale=1:17.0 3x3 II 3x3= 1.5x4 I I 3x3= 3x3 II 1 2 3 4 5 • • _ • _ R N ed Q 7 8 3x5= 3x6= 3x8= 10-3-10 10-3-10 l LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.24 Vert(LL) -0.01 7 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.22 Vert(CT) -0.04 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.01 6 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:61 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.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=369/0-7-4,6=369/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-519/0,3-4=-519/0 BOT CHORD 7-8=0/393,6-7=0/386 WEBS 2-8=-487/0,4-6=-483/0 NOTES- 1) Refer to girder(s)for truss to truss connections. 2) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ,`101111111/i. .:k% PQ.. 1 N VF<• i',, No 68182 * . •.* = ,-O: %if :CCS • S 'I''' OF • 1U �,0��•�,C O R ,O P .• 40 • Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MS-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see/MI/Tell Quality Cdteda,05649 and SCSI Building Component 6904 Parke East Blvd. Safety Ydortnallorlavailable from Truss Rote Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314 Tampa,FL 33610 Job Truss Truss Type 1 'Qty Ply Sorensen Beach Residence T19049027 J190511-1-R F1-12 Floor 2 1 Job Reference(optional) • Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:34 2020 Page 1 I D:xegP58cKHolZhcRZ7xR4wpyt8fK-AjplzU9dkiVjV2V528E8g FEcIG W ZmpXBw_gPd6zy5jV 2-5-4I 1-0-10 1.5x4 I I 3x6= Scale=1:14.0 13x3 II 2 3x3= 3 4 N • _ i 1 E E 3x5= 7A" 6 34= 3x3 Il 6-6-10 Ii I LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (lac) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.24 Vert(LL) -0.00 6 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.16 Vert(CT) -0.04 6-7 >999 360 BCLL 0.0 Rep Stress lncr YES WB 0.07 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 I Code FBC2017/TP12014 Matrix-P Weight:44 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.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=231/0-5-8,7=231/0-7-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-7=-255/0,4-6=0/260 NOTES- 1) 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. `1111111111//,,, ,�Ot OU I N VFX ,ii ��, ,� •tx G•E N S• �,i0• , No 68182 • 13 ST•1'r 1 OF •'iii Z.' ''it, 'ONALE�.- it// llllit0- ` Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIA7473 rev.10/73/2015 BEFORE USE. Nit 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,seeANSVTPI1 Quality Criteria,DSS49 and SCSI SuIdilng Component 6904 Parke East Blvd. Safety Informalbravailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss TypeF *Qty Ply Sorensen Beach Residence 719049028, J190511-1-R F1-13 Floor 15 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:35 2020 Page 1 ID:xegP58cKHolZhcRZ7xR4wpyt8fK-ewN7AgAFV?da7C3Hcrl NCTmnygpBVF?LBePzAYzy5j U 0-3-8 I I I 2-5-4 1 I0.6-0 j I-- 2-0-12 Q-3•Q Scale=1:23.4 3x6 H 3x3= 3x3= 1.5x4 II 3x3= 1.5x4 II 3x3= 1.5x4 H 3x3= 3x3= 3x8 II 1 2 3 4 5 8 7 8 9 _ V- _ /-N _ ; N • • F • • 15 14 13 12 11 10 1.5x4 II 3x5= 1.5x4 II 3x3= 3x5= 1.5x4 II 3-813-4-4 13-0-12 a 1 9-82 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (be) Vdefl Ud PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.21 Vert(LL) -0.04 11-12 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.33 Vert(CT) -0.07 11-12 >999 360 BOLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) -0.01 9 n/a n/a BCDL 5.0 Code FBC2017ITPI2014 Matrix-SH Weight:83 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.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=474/0-3-0,9=474/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-540/0,3-4=-538/0,4-5=-809/0,5-6=-809/0,6-7=-542/0,7-9=-545/0 BOT CHORD 13-14=0/809,12-13=0/809,11-12=0/792 WEBS 9-11=0/664,1-14=0/659,6-11=-312/0,4-14=-343/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 11111111114 %•`PQU I N v ."1,i •s%�O ••........E .• • c'ii. No 68182 =1D :�' Tic: OF :L5 � N .�:-0 <C\ 4. OR1� ..: if, 10 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 -- A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/I-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 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,seeANSVIPl1 Quality Criteria.DSP-119 and SCSI Bolding Component 6904 Parke East Blvd. Safety tnformalionovoiloble from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexondrio.VA 22314. Tampa,FL 33610 Job Truss Truss Type } 'Oty Ply ' Sorensen Beach Residence T19049029 J190511-1-R F7-14 Floor 16 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:36 2020 Page 1 I D:xegP58cKHolZhcRZ7xR4wpyt8fK-66xW NABIGJI RI McUAZHcIgJu?42oEfgU N I9W i_zy5jT 0-3-8 I—il 2-5-4 I 1-6-12 08 Scale=1:38.8 3x3= 3x3= 3x3= 4x7 II 3x3= 3x3= 3x3= 3x3= 3x6 FP= 3x3= 4x7 II 1 2 3 4 5 6 7 8 9 10 11 12 13 t t t ° t - qq N 22 21 20 19 16 17 16 15 14 4x7= 3x6 FP= 3x5= 3x5= 4x7= 0r3)8 22-4-4 22]7112 0.3-8 22-0-12 0-3-8 Plate Offsets(X,Y)-- [1:0-3-O,Edge],[13:0-3-0,Edge],[22:Edge,0-0-12] I 7 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.17 18-19 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(CT) -0.24 18-19 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT) -0.05 13 n/a n/a BCDL 5.0 1 Code FBC2017/TP12014 Matrix-SH Weight:128 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.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=804/0-3-0,13=804/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-994/0,3-4=-991/0,4-5=-2149/0,5-6=-2149/0,6-7=-2349/0,7-8=-2149/0,8-10=-2149/0,10-11=-991/0, 11-13=-994/0 BOT CHORD 19-21=0/1682,18-19=0/2349,17-18=0/2349,16-17=0/2349,15-16=0/1682 WEBS 13-15=0/1214,1-21=0/1214,10-15=-863/0,4-21=-863/0,10-16=0/584,4-19=0/584,7-16=-446/53,6-19=-446/53 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. %1 PQUIN ViiiXii,,i .`" O .•D'E'NS'•Fc'°'.' • No 68182 7. • �' � /. OP:� .: 0; , � ` ' � OR10 • ,cl Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.10/03/2015 BEFORE USE. !Mi. Design valid for use only with MiTekIS 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/IPII Quality Crlf.da,DS849 and SCSI Binding Component 6904 Parke East Blvd. Safety Idonnalbnavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job 'Truss Truss Type 1 Qty 1Ply Sorensen Beach Residence T19049030 J190511-1-R F2-01 Floor Supported Gable 1 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:37 2020 Page 1 I D:xegP58cKHolZhcRZ7xR4wpyt8fK-al V ubW CV 1 ctl M W Dgj Gorl us9bUadzB8ecyu4E Rzy5j S 0-H 8 0-1.-8 Scale=1:35.5 3x3= 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 • • 38 o 117��o a e 0 0 0 o IF o : „ o o e. 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x3 = 3x3= 3x6 FP= 3x3= 21-3-0 21-3-0 Plate Offsets(X,Y)-- [37:0-1-8,0-0-12],[38:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 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 0.02 Horz(CT) 0.00 19 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 1 Matrix-SH Weight:95 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 21-3-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)36,19,35,34,33,32,30,29,28,27,26,25,24,23,22, 21,20 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 111111111111 ,��0 OU I N v 'it, % No 68182 = ,,�SS,"1111110- Joaquin 4.:N.:4../1,1,..k... ��.��. ::ZT::::::: 1111111 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 1 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. , Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSV7l1 Quality Criteria,DSB49 and ICSI Building Component 6904 Parke East Blvd. Safely Ielonnationavailable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type 1 'Qty Ply Sorensen Beach Residence ' T19049031 J190511-1-R F2-02 Floor 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:38 2020 Page 1 ID:xegP58cKHolZhcRZ7xR4wpyt8fK-2V3GosC7ow?9_gosH_J4g5OCG112ia9nrcedmtzy5j R 0-1-8 H I 1-3-0 I 2-0-0 II 2-0-0 I 0-1-8 $C81e=1:35.8 4x4= 3x5= 4x4= 1.5x4= 3x4= 3x5= 1.5x4 II 1.5x4 II 3x6 FP= 3x4= 1.5x4= 1 2 3 4 5 6 7 8 9 10 11 e a 725 i \ / N . N / / \ /0/-X / \ig, /I 26 , e° • e 23 22 21 20 19 18 17 16 15 14 13 4x4= 3x4= 3x8 MT2OHS FP= 1.5x4 II 3x4= 4x4= 1.5x4 II 21-3-0 21-3-0 Plate Offsets(X,Y)— [1:Edge,0-1-8],[11:0-1-8,Edge],[25:0-1-8,0-0-12],[26:0-1-8,0-0-12] LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (lac) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.29 17 >855 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.70 Vert(CT) -0.41 16-17 >620 360 MT2OHS 187/143 BCLL 0.0 Rep Stress lncr YES WB 0.29 Horz(CT) 0.06 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:111 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat)'Except* except end verticals. 12-20:2x4 SP 2250F 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(flat) REACTIONS. (lb/size) 24=766/0-5-0,12=766/0-5-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-24=-763/0,11-12=-762/0,1-2=-792/0,2-3=-1997/0,3-4=-2826/0,4-5=-3315/0, 5-6=-3315/0,6-7=-3315/0,7-9=-2842/0,9-10=-1996/0,10-11=-792/0 BOT CHORD 22-23=0/1493,21-22=0/2512,19-21=0/2512,18-19=0/3126,17-18=0/3315,16-17=0/3129, 15-16=0/2507,14-15=0/2507,13-14=0/1494 WEBS 1-23=0/1022,2-23=-976/0,2-22=0/701,3-22=-699/0,3-19=0/428,4-19=-417/0, 4-18=-69/507,11-13=0/1022,10-13=-976/0,10-14=0/699,9-14=-694/0,9-16=0/456, 7-16=-399/0,7-17=-92/494 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. `, 11111111//// 3)All plates are 3x3 MT20 unless otherwise indicated. `,�sQU)N vF /1/, 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. `% OP- �� ,, Strongbacks to be attached to walls at their outer ends or restrained by other means. `• , �\C•E•N S+�°�c moi. i No 68182 :�' S ' OF :4d :��,n�S�c° O R 1 O p \ . 0. %.3- 0 N AL E�`‘ifilmi � Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1111-7473 rev.1OW12O15 BEFORE USE. Nui 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,seeA&31JTp 1 Quality Criteria.0S129 and SCSI Building Component 6904 Parke East Blvd. Safety k forma ionavoiloble from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314 Tampa,FL 33610 Job Truss Truss Type * Qty Ply Sorensen Beach Residence T19049032I J190511-1-R F2-03 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:38 2020 Page 1 ID:xegP58cKHolZhcRZ7xR4wpyt8fK-2V3GosC7ow?9_gosH_J4g5OKstucielnrcedmtzy5j R 1-3-0 I 1-8-8 3x6= 1 3x6= 2 1.5x4 II 3 1.5x4 H 4 Scale=1:9.4 • • • - _ • • 0 a • • • • 3x3= 3x3= 8♦ 7 6 3x3 11 3x3 11 4-11-8 4-11-8 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (lac) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) -0.01 7 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.09 Vert(CT) -0.01 7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:29 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=173/0-2-0,5=173/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 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. ,1►IIIIII/I, ,�OtPQUIN VFX���, s oC.E�N S••:-.c-1 '.• • No 68182 *: :*• • = -13 cr �:,• ST OF �,� Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.10N3/2015 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,seeANSVTP11 Quality Cdterla,DSS-119 and SCSI Sinding Component 6904 Parke East Blvd. Safety Informallonovailable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r 'Qty Ply Sorensen Beach Residence I T19049033 J190511-1-R F2-04 Floor 7 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, • 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:39 2020 Page 1 I D:xegP58cKHoIZhcRZ7xR4wpyt8fK-W hceOCDIZE7OcgN2rhgJNJxN W H7RR 1 Sw3G NAJJzy5jQ 0-1-8 H I 1-3-0 I I 2-0-0 I I 1-1-0 Scale=1:27.3 3X4= 1.5x4= 316= 1.5x4 II 3x6= 2 3 4 5 6 7 • \ a • /. \ ./_X / \— \ /-X _ o 1 . • • 17 18 15 14 13 12 11 10 3x4= 1.5x4 I I 1.5x4 II 3x4= I 16-5-8 16-5-8 Plate Offsets(X,V)-- 119:0-1-8,0-0-12] - _ LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (lac) 1/deft Ud l PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) -0.18 13-14 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.56 Vert(CT) -0.25 13-14 >775 360 BCLL 0.0 Rep Stress'nor YES WB 0.22 Horz(CT) 0.03 9 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:87 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 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18=590/0-5-0,9=594/0-5-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-587/0,8-9=-594/0,1-2=-592/0,2-3=-1435/0,3-4=-1916/0,4-5=-1850/0,5-6=-1850/0,6-7=-1443/0, 7-8=-590/0 BOT CHORD 16-17=0/1114,15-16=0/1750,14-15=0/1750,13-14=0/1991,12-13=0/1850,11-12=0/1850,10-11=0/1098 WEBS 1-17=0/764,2-17=-725/0,2-16=0/447,3-16=-428/0,4-13=-299/125,8-10=0/785,7-10=-707/0,7-11=0/480, 6-11=-637/0,6-12=0/253 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 0%1111►1I/i `t PCUIN VF"•••,i . • * �, *- No 68182 :13% r . OF 141::: 0. •'.,1S/O N A -i.—.•.0\-- 0c.,% 0`%. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE. tut Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly 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.seeANSVWPI1 Quality Cdteia,DS549 and IICSI Binding Component 6904 Parke East Blvd. Safely YNoanallonovailable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type 'Qty Ply Sorensen Beach Residence T19049034! J190511-1-R F2-05 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:40 2020 Page 1 ID:xegP58cKHolZhcRZ7xR4wpyt8fK-_IAODXENKXFtDzyFPPLYvW UXahUaAUo41w7krmzy5jP F 0-10-4 t 1-3-0 i ! 2-0-0 I I 2-1-0 Scale=1:26.3 3x3= 3x5= 3x3= 1.5x4 II 1.5x4 II 3x4= 3x6= 13 2 3 4 5 6 7 8 • • • s • \•,/ \ /--.X i/ \-- - .0••••,•10. X ,/ 17 16 15 14 13 12 11 10 9 3x3 II 3x4= 3x3= 1.5x4 II 3x3= 3x3= 3x4= 3x4= 34 II 15-9-12 I 15-9-12 1 Plate Offsets(X,Y)-- [11:0-1-8,Edge] LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (lac) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.18 12-13 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.51 Vert(CT) -0.25 12-13 >756 360 BCLL 0.0 Rep Stress Incr YES WB 0.22 I Horz(CT) 0.02 9 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:84 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 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 17=571/Mechanical,9=571/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-568/0,8-9=-551/0,1-2=-414/0,2-3=-1259/0,3-4=-1755/0,4-5=-1692/0,5-6=-1692/0,6-7=-1692/0, 7-8=-540/0 BOT CHORD 15-16=0/929,14-15=0/1583,13-14=0/1583,12-13=0/1835,11-12=0/1692,10-11=0/1056 WEBS 1-16=0/657,2-16=-716/0,2-15=0/460,3-15=-441/0,4-12=-300/121,8-10=0/718,7-10=-719/0,7-11=0/763 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 11111111111, `�‘�`Pc? IN VFX it,• • O ••G'E'Ns••ccs • ,ii • No 68182 • —;:::1.O�•• S -'',r....... :J 3to 311:1•<(\_0. �Ec�0 111111 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE. __ Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSVWPII Qualify Criteria.DSI-$9 and BCSI Bolding Component 6904 Parke East Blvd. Safely tnformalbrgvailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314 Tampa,FL 33610 Job Truss Truss Type ' 'Qty Ply Sorensen Beach Residence T19049035 J190511-1-R F2-06 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:40 2020 Page 1 ID:xegP58cKHolZhcRZ7xR4wpyt8fK-_tAODXENKXFtDzyFPPLYvW UhVhadAW 741w7krmzy5jP 3x6 III 0-11-4 3x6 II 3x6 I 1 2 THAC422 3 THA422 Scale=1:9.5 - ME - - ME - IIPI 4 -- 4 a IFAllip MEM MEV 1-1-1-1 --•- kM- 5 n 4 3x6= 3x6= 1-2-4 2-4-8 1-2-4 1-2-4 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.03 Vert(LL) 0.00 5 •'•` 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.12 Vert(CT) -0.00 4-5 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-P Weight:20 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=401/0-4-8,4=401/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 4-5=0/322 WEBS 2-4=-474/0,2-5=-474/0 NOTES- 1) Refer to girder(s)for truss to truss connections. 2) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Use Simpson Strong-Tie THA422(6-16d Girder,6-10d Truss)or equivalent at 1-2-4 from the left end to connect truss(es)to front face of top chord. 4) Use Simpson Strong-Tie THAC422(6-16d Girder,6-16d Truss)or equivalent at 1-2-12 from the left end to connect truss(es)to back face of top chord. 5) Fill all nail holes where hanger is in contact with lumber. 6) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). `,��%;1111!/, �` IN 11 LOAD CASE(S) Standard ``,��OPQ�1 VF��,��, 1) Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 , , •••\C•E•N,•• e Uniform Loads(plf) •• V F••• Vert:4-5=-7,1-3=-67 N o 6 818 2 • • Concentrated Loads(Ib) *:•• •:* �_ I: Vert:2=-647(F=-526,B=-121) O:•• S .o' O F ::�/ • '�i,��S;�NA - " Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*811.7473 rev.10/732015 BEFORE USE. Nu' Design valid for use only with MiTekra 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 brocing 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 brocing of trusses and truss systems.seeANSVIPII Quality Criteria,DSII-89 and SCSI Bolding Component 6904 Parke East Blvd. Safety Informafonavoiloble from Truss Rate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314 Tampa,FL 33610 Job Truss Truss Type ' 'Qty Ply Sorensen Beach Residence 119049036 J190511-1-R F2-07 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:41 2020 Page 1 I D:xegP58cKHolZhcRZ7xR4wpyt8fK-S4kP RtFO5rNkr7XRy6snSkOrO5wRv_aDXasHNCzy5jO 3x6= 0-1-8 1 313= 1-3-0 2 1.5x1 II 1-6-0 3 1.5x4 II 4 Scale=1:9.3 MI ■ w 9 11111\‘111 II MEM �M,IIo a ■E EN Mil Er III ■� ■ .111E!::° .M- 34= 3x3= 8" 7 6 5 3x3= 3x3 I I 4-9-0 4-9-0 I Plate Offsets(X,Y)— [9:0-1-8,0-0-12] LOADING (psf) SPACING- 1-4-0 I CSI. DEFL. in (lac) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 I TC 0.09 Vert(LL) -0.00 6 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 1 BC 0.08 Vert(CT) -0.01 6 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 I Matrix-SH Weight:28 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=161/0-5-0,5=165/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 11111111/,, `s% PQUIN VFX�0?•, No 68182 Z. *: :* =-0' I I :¢: �'•. ►S IOF : ii. 10 1111111 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 518-7473 rev.16b32015 BEFORE USE. I IIIII Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly 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,seeANSVIPI1 Quaky Cdteda,DSS49 and SCSI Bolding Compon.nt 6904 Parke East Blvd. Safety IMOtrnatbnavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314 Tampa,FL 33610 Job TrussI Truss Type 'City Ply Sorensen Beach Residence 719049037 J190511-1-R F2-08 Floor Girder 1 1 I -_ Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:42 2020 Page 1 lD:xegP58cKHolZhcRZ7xR4wpy18fK-xG lneDFer9W aTH6d W pO0?xZsl V47eLH NI Ecgvezy5j N 10-10.41 1-3-0 2-0-0 2-0-0 0-1-8 H Scale=1:35.0 THA422 5x5= 4x7= 3x5 = 3x5= 3x4= 1.5x4 I I 1.5x4 11 3x3=3x6 FP= 6x6= 4x7 11 1.5x4= 1 2 3 4 5 6 28 7 8 9 10 29 11 12 13 • a \ / \ a/ -\/ N - N. r-144\11 04 27 a , s �r s s 1 o 26 25 24 23 22 21 20 19 18 17 16 15 3x3 Ii 4x4= 3x5= 3x8 MT2OHS FP= 3x4= 3x3= 3x3= 1.5x4 11 3x5= 5x5= 3x3= 1.5x4 H 3x3= 20-10-4 20-10-4 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[13:0-1-8,Edge],[20:0-1-8,Edge],[27:0-1-8,0-0-12] LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (lac) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 I Vert(LL) -0.33 18-19 >742 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(CT) -0.46 18-19 >533 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(CT) 0.07 14 n/a n/a BCDL 5.0 l Code FBC2017/TPI2014 Matrix-SH Weight:115 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat)`Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 9-12:2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP No.2(flat)'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 14-22:2x4 SP 2250F 1.9E(flat) WEBS 2x4 SP No.2(flat) REACTIONS. (lb/size) 26=838/Mechanical,14=1026/0-5-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-26=-836/0,13-14=-1020/0,1-2=-629/0,2-3=-2028/0,3-4=-3054/0,4-5=-3857/0, 5-6=-3857/0,6-7=-3857/0,7-10=-3784/0,10-11=-2883/0,11-13=-1125/0 BOT CHORD 24-25=0/1419,23-24=0/2654,21-23=0/2654,20-21=0/3471,19-20=0/3857,18-19=0/3889, 17-18=0/3589,16-17=0/3589,15-16=0/2178 WEBS 1-25=0/999,2-25=-1098/0,2-24=0/848,3-24=-851/0,3-21=0/544,4-21=-580/0, 4-20=0/759,5-20=-345/0,13-15=0/1448,11-15=-1438/0,11-16=0/956,10-16=-938/0, 10-18=0/258,7-19=-332/227 NOTES- 1)Unbalanced floor live loads have been considered for this design. 111111/ 2)All plates are MT20 plates unless otherwise indicated. ii" Qu I N V�ZZ/Z,, 3)Refer to girder(s)for truss to truss connections. ,%, O '• F4% '° 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 .•• �GES••, �i� Strongbacks to be attached to walls at their outer ends or restrained by other means. ♦ •• V ' .• 0 5)CAUTION,Do not erect truss backwards. 0. 6)Use Simpson Strong-Tie THA422(6-16d Girder,6-10d Truss)or equivalent at 15-11-8 from the left end to connect truss(es)to back • N O 681 82 face of top chord. * : ;* 7)Fill all nail holes where hanger is in contact with lumber. = 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). r.r.-0 : •cc O;•. S !�/_ OF : LOAD CASE(S) Standard ♦ 1) Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 0, 'n••• Q;•• t-�' ♦♦ Uniform Loads(plf) °,s. R ‘ .. •, ♦♦ ConcentraVted Loads(rt: b)1 1-13=-67 °'it/�O N A�E �`�`, Vert:29=-357(B) Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVTP11 Quality Crttr.rla,DSB49 and BCSI lidding Component 6904 Parke East Blvd. Safely Infotmalbrgvoiloble from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314 Tampa,FL 33610 ' I Job Truss Truss Type r 'Qty Ply Sorensen Beach Residence T19049038' J190511-1-R F2-09 Floor Girder 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:43 2020 Page 1 I D:xegP58cKHolZhcRZ7xR4wpyt8fK-PSs9rZGGcSeR4Rhg4XvFX962guTnNgV W_uLOS5zy5j M 10-10-41 1-30 I . 1 2-0-0 I I 2-0-0 0-11,8 Scale=1:34.7 3x5= 4x4= 4x7= 3x4= 3x5= 1.5x4 I I 1.5x4 II 3x6 FP= 1.5x4= 1 2 3 4 5 6 7 8 9 10 11 • nW-73MWIIMp Ciro- 25 i . wprzwprx,\ r:.\! _ 24 23 22 21 20 19 18 17 18 15 14 13 4x4= 3x4= 1.5x4 II 3x6 FP= 1.5x4 II 4x4= 20-10-4 1 1 20-10-4 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[11:0-1-8,Edge],[25:0-1-8,0-0-12] LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) -0.28 16-17 >873 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(CT) -0.39 16-17 >632 360 BCLL 0.0 Rep Stress lncr YES WB 0.28 Horz(CT) 0.06 12 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:109 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat)'Except' except end verticals. 12-20:2x4 SP 2250F 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(flat) REACTIONS. (lb/size) 24=755/Mechanical,12=751/0-5-0 • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-24=-753/0,11-12=-748/0,1-2=-563/0,2-3=-1790/0,3-4=-2651/0,4-5=-3186/0, 5-6=-3186/0,6-7=-3186/0,7-9=-2767/0,9-10=-1950/0,10-11=-775/0 BOT CHORD 22-23=0/1267,21-22=0/2325,19-21=0/2325,18-19=0/2969,17-18=0/3186,16-17=0/3036, 15-16=0/2444,14-15=0/2444,13-14=0/1462 WEBS 1-23=0/894,2-23=-980/0,2-22=0/727,3-22=-726/0,3-19=0/444,4-19=-441/0, 4-18=-36/527,11-13=0/1001,10-13=-956/0,10-14=0/678,9-14=-671/0,9-16=0/439, 7-16=-375/0,7-17=-114/458 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 0_0%11111111e/4i 3) Refer to girder(s)for truss to truss connections. ,�� Qv N V� I�� 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. s% .•.\ OP• . �6'_.;00,�0 Strongbacks to be attached to walls at their outer ends or restrained by other means. `s , .••\G•E•N s'• i� 5)CAUTION,Do not erect truss backwards. • •• V F•.•. 0 No 68182 -O: "fi. = % 3041. . S %r� OF ..:4' 'zu OO4. ,S P ;.<vc Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Me-7473 rev.10032015 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/TPI1 Quality Criteria,DS11419 and ICS loading Component 6904 Parke East Blvd. Wetly Ydormalonovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314 Tampa,FL 33610 Job Truss Truss Type °Qty Ply Sorensen Beach Residence T19049039 J190511-1-R F2-10 Floor 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:44 2020 Page 1 I D:xegP58cKHolZhcRZ7xR4wpyt8fK-teQX3vHuNmm li bFOeEQU4MeDtloH6H2fDY5x_Xzy5jL 0-10-41-3-0 I 2 0 0 2-0-0 1-0-0 { Scale=1:33.8 4x7= 3x4= 3x5= 1.5x4 H 1.5x4 II 3x6 FP= 3x5= 3x4= 4x7= 1 2 3 4 5 6 7 8 9 10 11 o 0 y o e -iii- , \7 IIII\1/_\ 4000/ \ -/0°............-\-/-X./ \IS, 9 e e _ � 24 23 22 21 20 19 18 17 16 15 14 13 12 4x4= 3x4= 1.5x4 H 3x6 FP= 1.5x4 II 3x4= 4x4= 20-7-4 20-7-4 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[11:0-3-0,Edgel LOADING (psf) SPACING- 1-4-0 CSI. 1 DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.27 17 >919 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.65 Vert(CT) -0.37 16-17 >666 360 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.05 12 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:109 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat)*Except* except end verticals. 12-20:2x4 SP 2250F 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(flat) REACTIONS. (lb/size) 24=746/Mechanical,12=746/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-24=-744/0,11-12=-743/0,1-2=-556/0,2-3=-1764/0,3-4=-2607/0,4-5=-3112/0, 5-6=-3112/0,6-7=-3112/0,7-9=-2659/0,9-10=-1822/0,10-11=-633/0 BOT CHORD 22-23=0/1251,21-22=0/2288,19-21=0/2288,18-19=0/2912,17-18=0/3112,16-17=0/2939, 15-16=0/2329,14-15=0/2329,13-14=0/1323 WEBS 1-23=0/882,2-23=-967/0,2-22=0/714,3-22=-712/0,3-19=0/433,4-19=-425/0, 4-18=-47/506,11-13=0/929,10-13=-959/0,10-14=0/694,9-14=-689/0,9-16=0/449, 7-16=-389/0,7-17=-91/471 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 1111 �` 1111111/Iii, 3)Refer to girder(s)for truss to truss connections. � QU IN VF ,„,, 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 S OP°........ • . <� /l Strongbacks to be attached to walls at their outer ends or restrained by other means. �� , ••' CEN S+' • c �• ., * • •% F �• • No 68182 9 s .i7 OF : •OZ. ff. ,S P <v` ,iF''•• OR o• �•;:: ��''SS to- ��N A�E�C�,. io Joaquin Velez PE No.68182 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-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,not11111. 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/lPl1 Quality ClB•da.DS549 and ICS!Bolding Component 6904 Parke East Blvd. Safely Infoimationovailable from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type tsy Ply Sorensen Beach Residence T19049040 J190511-1-R F2-11 Floor 2 1 • Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:45 2020 Page 1 I D:xegP58cKHolZhcRZ7xR4wpyt8fK-Lr_vGFI W 84u9KlgCByxjcaBOVi8hrkupSCgV W zzy5j K 0-1-8 H 1-3-0 I 2-0-0 I 2-0-0 I 0-�1 8 Scelf =1:35.8 4x4= 3x5= 4x4= 1.5x4= 3x4= 3x5= 1.5x4 II 1.5x4 II 3x6 FP= 3x4= 1.5x4= 1 2 3 4 5 6 7 8 9 10 11 e __T_- u// m 25 I\ ` X ` + / 26 0 N- /- V 23 22 21 20 19 18 17 16 15 14 13 4x4= 3x4= 3x8 MT2OHS FP= 1.5x4 II 3x4= 4x4= 1.5x4 II 2130 21-3-0 Plate Offsets(X,Y)-- 11:Edge,0-1-81,[11:0-1-8,Edge],[25:0-1-8,0-0-12],[26:0-1-8,0-0-12] LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.29 17 >855 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.70 Vert(CT) -0.41 16-17 >620 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(CT) 0.06 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:111 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat)*Except* except end verticals. 12-20:2x4 SP 2250F 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS • 2x4 SP No.2(flat) REACTIONS. (lb/size) 24=766/0-5-0,12=766/0-5-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-24=-763/0,11-12=-762/0,1-2=-792/0,2-3=-1997/0,3-4=-2826/0,4-5=-3315/0, 5-6=-3315/0,6-7=-3315/0,7-9=-2842/0,9-10=-1996/0,10-11=-792/0 BOT CHORD 22-23=0/1493,21-22=0/2512,19-21=0/2512,18-19=0/3126,17-18=0/3315,16-17=0/3129, 15-16=0/2507,14-15=0/2507,13-14=0/1494 WEBS 1-23=0/1022,2-23=-976/0,2-22=0/701,3-22=-699/0,3-19=0/428,4-19=-417/0, 4-18=-69/507,11-13=0/1022,10-13=-976/0,10-14=0/699,9-14=-694/0,9-16=0/456, 7-16=-399/0,7-17=-92/494 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 118111111111 3)All plates are 3x3 MT20 unless otherwise indicated. ``0"Qv)N VF /I�, 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. `�� o -• ' ' ,�� Strongbacks to be attached to walls at their outer ends or restrained by other means. ,% .•• C•E•N s•• i� No 68182 * : •:* - iw - --10 : ',iii :CC '. S � 'r' OF �� • i, P. • • • OR1 • \ .` S • c, Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 4 ivill A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.1003/2015 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.seeANS1/TP11 Quality Criteria,DS849 and SCSI Bolding Component 6904 Parke East Blvd. Safety Mormatbrravailable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 a Job 'Truss Truss Type ''Qty Ply Sorensen Beach Residence T19049041 J190511-1-R F2-12 Floor Supported Gable 1 � 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:46 2020 Page 1 ID:xegP58cKHolZhcRZ7xR4wpyt8fK-p1 YIUbJ8vN00xvPPIfSy9nkhK6ekaFMygsa23Pzy5jJ 0-1-8 0-1-8 Scale=1:35.5 3x3= 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 M r 0 o e_ a _ a e o a a c97 ,'� - - - 38 o 0 0 0 0 0 0 0 0 1- ..................................•:::.•.•::❖:❖:❖:❖.•:.•:.❖:•:=:❖:❖:❖:❖❖:❖:❖:❖:o❖:❖:❖:❖:❖:❖::':❖.❖::•J:❖:':.•:.•.•.•::. :•:.❖:•.•:'.❖:❖:❖:❖:❖:❖:❖:❖: 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x3= 3x3= 3x6 FP= 3x3= 21-3-0 21-3-0 Plate Offsets(X,Y)-- [37:0-1-8,0-0-12],[38:0-1-8,0-0-12] i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 1 BC 0.01 Vert(CT) n/a - n/a 999 l BCLL 0.0 Rep Stress incr YES j WB 0.02 Horz(CT) 0.00 19 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:95 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 21-3-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)36,19,35,34,33,32,30,29,28,27,26,25,24,23,22, 21,20 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. I% %t1111/j, % l I N VF-11,,• i No 68182 O:•• ST = (/Z. ii,;;10 N Pa- 10: / O F :441 IL 11111'1 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 r_— A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mi a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mulek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,D58-89 and SCSI Bolding Component 6904 Parke East Blvd. Safety Infotmallonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type tty Ply Sorensen Beach Residence T19049042, J190511-1-R A01 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:07 2020 Page 1 ID:xegP58cKHolZhcRZ7xR4wpyt8fK-SXhYlFgh5P5YmvwvzzFp4ZctXO9KyaNDiHdUAAzy5jw 7-0-0 11-0-0 18-0-0 7-0-0 I 4-0-0 I 7-0-0 Scale=1:36.7 Special Special 4x7= NAILED NAILED NAILED NAILED 4x4= 3 17 18 19 204 6,0012 mi4 11 11 Un m_ 3x4 3x4 b 2 5 4 1 r 1 6 el 4 ^ B 11 11 CI I� c 218 22 23 7 24 o 6x6= 1.5x4 H 3x4= 6x6= Special NAILED NAILED Special Special Special 7-0-0 11.0.0 18-0-0 7-0-0 I 4-0-0 7-0-0 Plate Offsets(X,Y)-- [3:0-5-4,0-2-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.20 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.19 7-8 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.17 Horz(CT) -0.08 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:80 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E*Except* TOP CHORD Structural wood sheathing directly applied or 2-8-12 oc purlins. 3-4:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-4 oc bracing. BOT CHORD 2x4 SP 2250F 1.9E WEBS 2x4 SP No.2 . "Special"indicates special hanger(s)or other connection device(s) SLIDER Left 2x4 SP No.2-H 1-11-2,Right 2x4 SP No.2-H 1-11-2 required at location(s)shown.The design/selection of such special connection device(s)is the responsibility of others.This applies REACTIONS. (lb/size) 1=1670/0-5-8,6=1670/0-5-8 to all applicable truss designs in this job. Max Horz 1=95(LC 7) Max Uplift 1=-883(LC 8),6=-883(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-2930/1624,3-4=-2569/1507,4-6=-2931/1624 BOT CHORD 1-8=-1383/2540,7-8=-1390/2568,6-7=-1332/2541 WEBS 3-8=-211/743,4-7=-211/744 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=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber `1%%111111//it� DOL=1.60 plate grip DOL=1.60 �0% QUIN Vr- ie., 3)Provide adequate drainage to prevent water ponding. `0 ek 4 % I, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� , .••� ce 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 •' V F.'•. e will fit between the bottom chord and any other members. •. .01 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 681 82 1=883,6=883. - * * 7)"NAILED"indicates 3-10d Nails(0.148°x 31 toe-nails per NDS guidelines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)260 lb down and 360 lb up at �'0 7-0-0,and 260 lb down and 360 lb up at 11-0-0 on top chord,and 225 lb down and 118 lb up at 6-9-0,335 lb down and 163 lb up at O. S O F �[(/: 7-3-0,and 335 lb down and 163 lb up at 10-8-4,and 225 lb down and 118 lb up at 11-3-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. �°T• • P �� 9) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �i��• ' B •'•����� LOAD CASE(S) Standard �''s`,5IQ N AL� �`�, 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 1111115 Uniform Loads(plf) Joaquin Velez PE No.68182 Vert:1-3=-54,3-4=-54,4-6=-54,9-13=-20 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 Continued on Daae 2 I A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERANCE PAGE MI-7473 rev.10e3?015 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,notMll 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,seeANIVTP11 Quality Criteria.DS11-89 and SCSI Iulding Component 6904 Parke East Blvd. Safety k fonnafbnavailable from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type hty Ply Sorensen Beach Residence T13043042 J190511-1-R A01 Hip Girder 1 1 _ Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:07 2020 Page 2 ID:xegP58cKHolZhcRZ7xR4wpyt8fK-SXhYl Fgh5P5YmvwvzzFp4ZctXO9KyaNDiHdUAAzy5jw LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-204(B)4=-204(B)8=-335(B)7=-335(B)17=-75(B)18=-75(B)19=-75(B)20=-75(B)21=-225(B)22=-108(B)23=-108(B)24=-225(B) 1 1 Ms. 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MIMIC REFERANCE PAGE MI-7473 rev.10030015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent brocing 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.seeAN!1/1911 Wally Cdteda,D3849 and BCS1 Belding Component 6904 Parke East Blvd. Safety MonnaIIo. voilable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job I Truss Truss Type °Ory Ply Sorensen Beach Residence T19049043 J190511-1-R A02 Common 9 1 Job Reference(optional) j Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:08 2020 Page 1 I D:xegP58cKHolZhcRZ7xR4wpyt8fK-wj FwVbrJsi D PO3V5Xgm2cm99jnU_h2MMxxN 1 jczy5jv 4-6-10 9-0-0 13-5-6 18-0-0 4-6-10 4-5-6 4-5-6 4-6-10 Scale=1:32.8 4x4= 4 ma 6.00 112 18 19 1.5x4 1.5x4 3 5 ' 17 �+ �� 20 3x4 63x4 2 1 r. ` 7 e r< ° o c` d 8 3x8 II 3x8= 3x8 II 900I 18-0-0 9-0-0 9-0-0 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[7:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.08 8-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.16 8-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:84 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-3-6 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2-H 2-0-0,Right 2x4 SP No.2-H 2-0-0 REACTIONS. (lb/size) 1=649/0-5-8,7=649/0-5-8 Max Horz 1=123(LC 11) Max Uplift 1=-249(LC 12),7=-249(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-966/530,3-4=-766/407,4-5=-766/407,5-7=-966/530 BOT CHORD 1-8=-387/841,7-8=-387/841 WEBS 4-8=-121/437,5-8=-261/246,3-8=-261/246 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=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 9-0-0,Exterior(2)9-0-0 to 12-0-0,Interior(1)12-0-0 to 17-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members `,.�1%11 U U 1/g,, and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,ii QUIN V l • 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. %% OP• `4F •• 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 �� •, ,•'�GEN •S'•, •i� will fit between the bottom chord and any other members. •' � F •• 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) No 68182 1=249,7=249. 4 i-31" Si 'TE OF .' U I'iF•'•� OR \p•••' • S' ,,'�ss �NA‘...0;00 E • •�•• Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10032015 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 �� i 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,seeANSVTPIT Quality Cdteda.D3I-09 and ICSI Building Component 6904 Parke East Blvd. Safely Infotmatlonrvoiloble from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 1 Job Truss Truss Type 'Oty Ply Sorensen Beach Residence T19049044, J190511-1-R B01 HIP GIRDER 1 n L jJob Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:11 2020 Page 1 ID:xegP58cKHoIZhcRZ7xR4wpyt8fK-LIw38dtB9dc_F W EgCpKI EPnee?cwuMgpdvbhJxzy5js 6-0-0 12-0-0 18-0-0 23-6-8 6-0-0 I 6-0-0 6-0-0 5-6-8 Scale=1:39.6 Special Special NAILED NAILED 4x7= NAILED NAILED NAILED 1.5x4 II NAILED NAILED 4x7= 6.00 r1T 3 19 20 21 22 23 4 24 25 26 275 n u II ® u n 3x4 3x4 6 2 Olt 1 7 II II Ii 1.:. la: 28 10 29 30 31 B 32 33 8 34 3x8 II 1.5x4 II NAILED NAILED 5x6— NAILED NAILED 1.554 II 4x7 II NAILED NAILED Special Special NAILED 6-0-0 12-0-0 18-0-0 23-6-8 6-0-0 6-0-0 6-0-0 5-6-8 Plate Offsets(XX)-- [1:0-3-8,Edge],[3:0-5-4,0-2-0],[5:0-5-4,0-2-0],[9:0-4-0,0-3-0] I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.14 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.19 8-9 >999 180 BCLL 0.0 * i Rep Stress Incr NO WB 0.27 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 1 Code FBC2017/TP12014 Matrix-MSH Weight:221 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E TOP CHORD Structural wood sheathing directly applied or 5-7-1 oc purlins. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 9-3-13 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2-H 1-11-1,Right 2x4 SP No.2-H 2-0-0 REACTIONS. (lb/size) 1=1852/0-5-8,7=1858/Mechanical Max Horz 1=80(LC 24) Max Uplift 1=-957(LC 8),7=-960(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-3309/1767,3-4=-3838/2123,4-5=-3838/2123,5-7=-3187/1705 BOT CHORD 1-10=-1489/2878,9-10=-1494/2901,8-9=-1417/2781,7-8=-1414/2760 WEBS 3-10=-133/585,3-9=-621/1118,4-9=-612/536,5-9=-702/1250,5-8=-100/530 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 1-0-0 oc. Bottom chords connected as follows:2x4-1 row at 1-0-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. ♦♦111111111ei ll 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 ``♦♦ CO I N VC- /tie ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ,N OP• • • 4 ii 3) Unbalanced roof live loads have been considered for this design. •% •••\C,EN d.• 1, 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. • � •• V F.••, o II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber N 0 681 a' DOL=1.60 plate grip DOL=1.60 • 5)Provide adequate drainage to prevent water ponding. Z *:— :* 6 )This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - / •• - ..•7)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide "O: 0//k - will fit between the bottom chord and any other members. ii ST,1r tf I O F / L 8) Refer to girder(s)for truss to truss connections. .0 • 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �'�••'C� Q;•• ?.z 1=957,7=960. i• ' !•R \� `- 10)"NAILED"indicates 3-10d Nails(0.148"x 3") toe-nails per NDS guidelines. ei;sS� • •�\ ♦%1 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)200 lb down and 294 lb up at ee/ � NAL ♦♦ 6-0-0,and 200 lb down and 294 lb up at 18-0-0 on top chord,and 264 lb down and 142 lb up at 6-3-0,and 264 lb down and 142 lb ��/11111111♦♦ up at 17-7-15 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 LOAD CASE(S) Standard 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 Continued on oaae 2 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII7473 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 applicability of design parameters and properly incorporate this design into the overall building design. Brocing 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,seeANSVIP11 Quality Criteria,DSS-89 and BM Building Component 6904 Parke East Blvd. Safety Informationavailoble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type .Qty Ply Sorensen Beach Residence 119049044 J190511-1-R B01 HIP GIRDER 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:11 2020 Page 2 I D:xegP58cKHolZhcRZ7xR4wpyt8fK-LIw38dtB9dc_FW EgCpKI EPnee?cwuMgpdvbhJxzy5js LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-5=-54,5-7=-54,11-15=-20 Concentrated Loads(Ib) Vert:3=-143(F)5=-143(F)10=-264(F)8=-264(F)19=-53(F)20=-53(F)21=-53(F)23=-53(F)25=-53(F)26=-53(F)27=-53(F)28=-168(F)29=-93(F)30=-93(F) 31=-93(F)32=-93(F)33=-93(F)34=-168(F) k 1 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M1fEK REFERANCE PAGE*11-7473 rev.10/03r1015 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.seeANSy1PI1 Quality Criteria,DSla9 and SCSI Building Component 6904 Parke East Blvd. Safety Infonnallanavailable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314 Tampa,FL 33610 • Job Truss Truss Type ,Oly Ply Sorensen Beach Residence T190490451 J190511-1-R B02 Hip 1 1 1 ,Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:12 2020 Page 1 ID:xegP58cKHoIZhcRZ7xR4wpyt8fK-pUU RLzupwxkrsgpsm W r_ncJl6PsidrjysZLFsNzy5j r 7-10-0 12-0-0 16-2-0 23-6-8 7-10-0 I 4-2-0 4-2-0 7-4-8 Scale=1:39.7 5x5= 3x4= 5x5= 3 20 4 21 5 6.00 12 ; n - 19 22 18 3x4 3x4 6 4 2 1 1 e �' ~ 7 6 X rc + 4 0 9 8 3x6 I 5x5= 3x4= 3x8 I I 7-10-0I 16-2-0 23-6-8 I7-10-0 8-4-0 7-4-8 Plate Offsets(X,Y)-- [1:0-2-8,0-0-9],[3:0-2-8,0-2-4],[5:0-2-8,0-2-4],[7:0-5-10,Edge],[9:0-2-8,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.11 9-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.18 8-9 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.16 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:107 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-7-3 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2-H 1-11-2,Right 2x4 SP No.2-H 2-0-0 REACTIONS. (lb/size) 1=863/0-5-8,7=863/Mechanical Max Horz 1=106(LC 11) Max Uplift 1=-331(LC 12),7=-332(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1267/680,3-4=-1118/705,4-5=-1083/689,5-7=-1276/667 BOT CHORD 1-9=-493/1099,8-9=-554/1202,7-8=-466/1074 WEBS 3-9=-25/336,4-8=-274/148,5-8=-29/342 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=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 7-10-0,Exterior(2) 7-10-0 to 12-0-0,Interior(1)12-0-0 to 16-2-0,Exterior(2)16-2-0 to 20-4-15,Interior(1)20-4-15 to 23-6-8 zone;cantilever left and right 111111111//, exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate �011QU I N VF,'1,, grip DOL=1.60 `•%OP•........ �� •• 3)Provide adequate drainage to prevent water ponding. .. ' .• \CEN S•• i� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •• V '... i 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • No 68182 • will fit between the bottom chord and any other members. • 6)Refer to girder(s)for truss to truss connections. *:• :* 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=331,7=332. 17."O: a :CC 7.9' ST', OF 44/:: 0 °,r7 .•& 0R............ .......� Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/13/2015 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,seeANSVT141 Quality Cittr da,DSB49 and SCSI Bolding Component 6904 Parke East Blvd. Safety Mfoanatlotlavoilable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type bty Ply Sorensen Beach Residence T19049046 J190511-1-R IB03 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:13 2020 Page 1 ID:xegP58cKHolZhcRZ7xR4wpyt8fK-Hh2pYJvShFsi UgO3J EMDJgszfoArM1155D4oOgzy5jq 4-11-10 9.10-0 14-2-0 18-8-8 23-6-8 4-11-10 4-10-6 I 4-4-0 I 4-6-8 4-10-0 Scale=1:39.6 4x4= 4x7= 4 21 22 5 a 6.00 12 1.5x4% 1.5x4 20 23 6 r 3 r ' 24 u' N 19 3x4 n 3x4 7 2 1 e 8 VI rn a� 11 CIa, 10 9 3x8 II 5x8= 3x4= 4x7 II 9-10-0I 14-2-0 23-6-8 9-10-0 4-4-0 9-4-8 Plate Offsets(X,V)-- [1:0-3-8,Edge],[5:0-5-4,0-2-0],[10:0-3-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.16 10-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.32 10-13 >861 180 I BCLL 0.0 * Rep Stress Incr YES WB 0.16 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH I Weight:120 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 7-1-12 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2-H 2-0-0,Right 2x4 SP No.2-H 2-0-0 REACTIONS. (lb/size) 1=863/0-5-8,8=863/Mechanical Max Horz 1=133(LC 11) Max Uplift 1=-331(LC 12),8=-332(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1365/780,3-4=-1141/636,4-5=-967/646,5-6=-1120/632,6-8=-1309/750 BOT CHORD 1-10=-633/1189,9-10=-368/957,8-9=-583/1129 WEBS 3-10=-276/278,4-10=-67/304,5-9=-37/290,6-9=-232/250 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=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 9-10-0,Exterior(2) 9-10-0 to 18-4-15,Interior(1)18-4-15 to 23-6-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for `,11111111111 j4 members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `%‘ OU IN V - It, 3)Provide adequate drainage to prevent water ponding. ``4 OP'• < /,� 4)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 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 .• .. \,. F••• i will fit between the bottom chord and any other members. No 68182 6) Refer to girder(s)for truss to truss connections. • 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) = 1=331,8=332. = -..:-33' ST-,, lOF : LQ Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSV1pl1 Quality Coifr da,051-89 and SCSI Bolding Component 6904 Parke East Blvd. Safety mfonnatiomvaiioble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314 Tampa,FL 33610 Job Truss Truss Type 'tty Ply Sorensen Beach Residence T19049047 J190511-1-R B04 Common 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 Mitek Industries,Inc. Mon Jan 6 10:49:14 2020 Page 1 ID:xegP58cKHoIZhcRZ7xR4wpyt8fK-ItcBmew4SY_Z6_zFtxtSsl P7HCY64kbFJlgMwGzy5jp 6-0-10 I 12-0-0 17-11-6 23-6-8 6-0-10 5-11-6 5-11-6 5-7-2 Scale=1:42.5 4x4= 4 91 0 6.00 12 19 20 1,5x4\\ 1,5x4// 3 5 ' \I 1\ 21 18 3x4 3x4 6 2 1 . 7 F ' Id, t ` d 9 22 23 8 3x6 5x5= 3x4= 3x8 II 7-9-13 16-2-3 23-6-8 I 7-9-13 I 8-4-6 I 7.45 I Plate Offsets(X,Y)-- [1:0-2-8,0-0-91,[7:0-5-10,Edge],[9:0-2-8,0-3-4) I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.20 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.34 8-9 >812 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:112 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-7 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2-H 2-0-0,Right 2x4 SP No.2-H 2-0-0 REACTIONS. (lb/size) 1=863/0-5-8,7=863/Mechanical Max Horz 1=162(LC 11) Max Uplift 1=-331(LC 12),7=-332(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1377/682,3-4=-1259/689,4-5=-1228/675,5-7=-1337/668 BOT CHORD 1-9=-531/1236,8-9=-267/812,7-8=-500/1148 WEBS 3-9=-273/308,4-9=-200/533,4-8=-179/489,5-8=-251/295 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and'C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 12-0-0,Exterior(2) 12-0-0 to 16-2-15,Interior(1)16-2-15 to 23-6-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for ,i i i i I I i l l 11// members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ``off` au(N VF //, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • o,-.N• • • , 4�'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 ;� •••c cEN s•• •i will fit between the bottom chord and any other members,with BCDL=10.0psf. : •• \- F••• ce • 5) Refer to girder(s)for truss to truss connections. N o 68182 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=331,7=332. — * : * CC Z :•-•-33',.*. S #'I:'' p F ••[u•:" Joaquin Velez PE No.68182 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MS-7473 rev.1@U3/2015 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,seeAN$I/ell puppy Catena.DSI-19 and SCSI Bolding Component 6904 Parke East Blvd. Safety Infolmalbtgvailable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type `Qty Ply Sorensen Beach Residence i T19049048' J190511-1-R B05 Common 8 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:15 2020 Page 1 I D:xeq P 58cKHol ZhcRZ7xR4wpyt8f K-D 3Aaz_xi Cs6Qj 8YR R e P hP F xl AcuLpCOOYXZvSi zy5j o 6-0-10 12-0-0i 17-11-6 23-6-8 6-0-10 5-11-6 5-11-6 5-7-2 Scale=1:42.2 4x4= 4 r 6.00 12 19 20 1.5x4 \\ 1.5x4 1/ 3 5 r • 21 18 3x4 3x4 6 2 Ne 7 1 a 9 22 23 8 3x6 5x5= 3x4= 3x8 I I 7-9-13 16-2-3 23-6-8 7-9-13 I 8-4-6 I 7-4-5 Plate Offsets(X,Y)-- [1:0-2-8,0-0-9],[7:0-5-10,Edge],[9:0-2-8,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.20 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.34 8-9 >812 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:112 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-3-6 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2-H 2-0-0,Right 2x4 SP No.2-H 2-0-0 REACTIONS. (lb/size) 1=863/0-5-8,7=863/Mechanical Max Horz 1=163(LC 11) Max Uplift 1=-331(LC 12),7=-332(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1377/661,3-4=-1260/669,4-5=-1228/656,5-7=-1337/648 BOT CHORD 1-9=-490/1237,8-9=-243/807,7-8=-472/1148 WEBS 3-9=-279/292,4-9=-189/539,4-8=-170/494,5-8=-256/280 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=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 12-0-0,Exterior(2) 12-0-0 to 15-0-0,Interior(1)15-0-0 to 23-6-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for `,11111111 ��� members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,‘� 0U N 1/ ..1/ �i,� 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •%% OP`• . 4 '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 EN S'•• /ice will fit between the bottom chord and any other members,with BCDL=10.Opsf. •• V F 5) Refer to girder(s)for truss to truss connections. No 681 82 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=331,7=332. = *: �* 7.O:•• �T • .. OF :j'. Joaquin Velez PE No.68182 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10032015 BEFORE USE. mi'- Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSVIPII Gladly Catena,DS6.19 and ICSI Bolding Component 6904 Parke East Blvd. Safety IntormatIonovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job ITruss Truss Type 'Qty Ply Sorensen Beach Residence 119049049, J190511-1-R B06 Common 11 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:16 2020 Page 1 ID:xegP58cKHolZhcRZ7xR4wpyt8fK-hGkyBKxKzAEHLH6e?MwwxSUUMOIJYeDYnBJ S?9zy5jn 6-0-10 12-0-0 18-2-0 I 6-0-10 I 5-11-6 t 6-2-0 5x5= Scale=1:39.9 4 ii 6.00 12 13 14 1.5x4\\ 3x4 5 3 • • �� v 12 3x4CI 2 m 1 7 15 16 _ 6 3x6 II 3x4 5x5= 7-9-13I I 18-2-0 I 7-9-13 10-4-3 Plate Offsets(X,V)— [1:0-2-8,0-0-9] LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 1 IC 0.43 Vert(LL) -0.28 6-7 >751 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.51 6-7 >423 180 BCLL 0.0 ' Rep Stress lncr YESWB 0.19 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 I Matrix-MSH Weight:93 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-1 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2-H 2-0-0 WEBS 1 Row at midpt 4-6 REACTIONS. (lb/size) 1=658/0-5-8,6=658/Mechanical Max Horz 1=270(LC 11) Max Uplift 1=-250(LC 12),6=-256(LC 12) Max Gray 1=658(LC 1),6=660(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-985/480,3-4=-879/487 BOT CHORD 1-7=-534/946,6-7=-291/457 WEBS 3-7=-289/303,4-7=-174/634,4-6=-556/320 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 12-0-0,Exterior(2) 1111111111 12-0-0 to 15-0-0,Interior(1)15-0-0 to 18-0-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for ,•‘%'1QU)N V�'lei _ members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `• oP• <6, /� 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� , •••\G•E. 8•• --i 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••• will fit between the bottom chord and any other members,with BCDL=10.0psf. 1. 5) Refer to girder(s)for truss to truss connections. No 68182 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) .7: *:• •:* 1=250,6=256. /41 :I•. S , �h OF :•41 iiSs;0NA''0.'.-i- .x•‘%• Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 5111-7473 rev.10.')3/2015 BEFORE USE. NII. 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,seeANSVlP11 Quality Cdtsrla,DS649 and BC$t Balding Component 6904 Parke East Blvd. Safety Infolmattonavailable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314 Tampa,FL 33610 Job Truss Truss Type i�ty Ply Sorensen Beach Residence T19049050 J190511-1-R I CO1 Monopitch 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:16 2020 Page 1 I D:xegP58cKHoIZhcRZ7xR4wpyt8fK-hGkyBKxKzAEHLH6e?MwwxSUV BOHhYeI YnBJ S?9zy5jn 4-6-1 9-2-8 i-- - 4-6-1 4-8-7 Scale=1:18.7 1.5x4 II 4 3.00 F1-2- 11 1.5x4 3 10 3x4% r 2 1 /\ 5 5x5= 3x8= 9-2-8 9-2-8 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.11 5-8 >986 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 i BC 0.52 Vert(CT) -0.22 5-8 >489 180 BCLL 0.0 • Rep Stress Incr YES WB 0.22 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:41 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-6 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-5-5 oc bracing. SLIDER Left 2x4 SP No.2-H 2-0-0 REACTIONS. (lb/size) 1=327/0-5-8,5=327/Mechanical Max Horz 1=146(LC 11) Max Uplift 1=-139(LC 8),5=-155(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-793/400 BOT CHORD 1-5=463/568 WEBS 3-5=-548/416 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 9-0-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. _10111111.111. 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 ,off Qv N will fit between the bottom chord and any other members. ,,S% OP• • <F �� 4) Refer to girder(s)for truss to truss connections. • , •••�GE N S+•• i� 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) • F••• 1=139,5=155. iNo 68182 • * •:* us/0/4N1/1).: '0 N A�E0.��•• 1111111 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 1 � lot A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with 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. Additionol temporary and permanent bracing Min*. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Cdteda,DS5- 9 and iCSI Bolding Component 6904 Parke East Blvd. Safety Molma1Ionavailable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314 Tampa,FL 33610 • Job Truss Truss Type bty Ply 1 Sorensen Beach Residence T19049051 ; J190511-1-R DO1 Scissor 10 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:17 2020 Page 1 ID:xegP58cKHolZhcRZ7xR4wpyt8fK-9SHKOgyykTM7zRhgY3R9Ug1 cnQf0H6nhor20Xbzy5jm 7-6-0 15-0-0 7-6-0 I 7-6-0 5x5= Scale=1:44.9 3 ii 10.00 I12 20 21 It 19 22 • 6 4x4 ii 2 4x4 O 5x8 I I 4 r� v 1It * c6 5 m b. MEI 6.00 12 Imo' 4x10 I I 4x10 I I 7-6-0 14-2-14 5-0-0 7-6-0 6-8-14 0-9-2 Plate Offsets(X,Y)-- [1:0-1-7,0-2-14],[5:0-3-11,0-2-14] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.06 6-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.09 6-11 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.17 Horz(CT) 0.08 5 n/a n/a i BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:83 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 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.2-H 2-0-0,Right 2x6 SP No.2-H 2-0-0 REACTIONS. (lb/size) 1=555/0-7-10,5=555/0-7-10 Max Horz 1=-224(LC 10) Max Uplift 1=-213(LC 12),5=-213(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-955/330,3-5=-984/330 BOT CHORD 1-6=-94/846,5-6=-89/821 WEBS 3-6=-110/831 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-6-0,Exterior(2)7-6-0 to 10-6-0,Interior(1)10-6-0 to 15-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and ��111111111 forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,0% QUIN VF1'',i 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `,• oQ,• <F �•� 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 `� S •••\G•E•N d'• i� will fit between the bottom chord and any other members. • •• V F••• • 5)Bearing at joint(s)1,5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify • No 681 82 I. capacity of bearing surface. • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) *:• •:* 1=213,5=213. - � .• S % =) OF :� i'''Si&'ON Al-c`• %s 1111111 Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 MN MO A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.10g32015 BEFORE USE. mit Design valid for use only with MiTekiE 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 I building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSVTP11 Quality Cdteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infonnallonovoiloble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra VA 22314 Tampa,FL 33610 Job Truss Truss Type It]ty Ply Sorensen Beach Residence T19049052,� J190511-1-R E01 Hip Girder 2e� L !Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:20 2020 Page 1 ID:xegP58cKHolZhcRZ7xR4wpyt8fK-a1 zSOi_rt OkigvQPEC_s61t6ede?UQ57ipHg8wzy5jj 6-0-0 I 10-0-9 13-11-7 18-0-0 _ 24-0-0 I I 6-0-0 4-0-9 3-10-13 4-0-9 6-0-0 Scale=1:40.6 NAILED NAILED NAILED 5x8= NAILED NAILED 4x4= 1.5x4 II NAILED NAILED 5x8 NAILED 6.00112 NAILED 3 23 24 4 25 26 27 28 5 29 30 6 31 221/+I�I�flMl�l�. I `\I 0 NAILED NAILED 32 3x4 211 1go%�mI�I�rrr_1.1�I__ 1m_�1 1 7 3x4 1/34 12 35 36 11 37 38 39 10 40 41 5x5= 42\1 �? 8 �1 NAILED 5x5= NAILEDcl 4x4= 4x10= NAILED NAILED NAILED ��33 NAILED NAILED NAILED 43 `, 1� NAILED NAILED NAILED a 4.0012 6x8 6x8% 6-3-0 10-0-9 13-11-7 17-9-0 24-0-0 6-3-0 3-9-9 3-10-13 3.9-9 6-3-0 Plate Offsets(X,Y)-- [1:0-1-5,0-2-0],[3:0-6-0,0-2-8],[6:0-6-0,0-2-8],[8:0-1-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 i Vert(LL) 0.62 10-11 >467 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.77 10-11 >376 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.26 Horz(CT) 0.46 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:211 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E'Except' TOP CHORD Structural wood sheathing directly applied or 2-4-12 oc purlins. 3-6:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-5-6 oc bracing. BOT CHORD 2x4 SP 2250F 1.9E WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2-H 2-6-0,Right 2x4 SP No.2-H 2-6-0 REACTIONS. (lb/size) 1=1810/0-5-8,8=1801/0-5-8 Max Horz 1=84(LC 23) Max Uplift 1=-962(LC 8),8=-956(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-6762/3597,3-4=-8423/4550,4-5=-8311/4506,5-6=-8311/4506,6-8=-6726/3572 BOT CHORD 1-12=-3213/6215,11-12=-3237/6281,10-11=-4442/8423,9-10=-3230/6250, 8-9=-3203/6183 WEBS 3-12=-989/2109,6-9=-988/2110,3-11=-1284/2334,4-11=-427/380,5-10=-404/387, 6-10=-1258/2250 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: `,. / 1/g/, Top chords connected as follows:2x4-1 row at 1-0-0 oc. •.b av)(v V� /�, Bottom chords connected as follows:2x4-1 row at 1-0-0 oc. `,, 0°.• • • <6, i, Webs connected as follows:2x4-1 row at 1-0-0 oc. �� •••\GE N s' 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 •• 0 F••• ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. • No 68182 •• 3)Unbalanced roof live loads have been considered for this design. *:• : 4)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. r. II;Exp D;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber = DOL=1.60 plate grip DOL=1.60 =-0....:* �J�, 5)Provide adequate drainage to prevent water ponding. .'' O F 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 ..• A\T•••„ P • �• .Z• will fit between the bottom chord and any other members. .i� ••• R 1 V•••`�\,.� • 8)Bearing at joint(s)1,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify l*:etIo.si:j ••••• G\ ‘• capacity of bearing surface. /i " N P k',,��� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=962,8=956. Joaquin Velez PE No.68182 10)"NAILED"indicates 3-10d Nails(0.148"x 3") toe-nails per NDS guidelines. MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 LOAD CASE(S) Standard Date: January 6,2020 Continued on Daae 2 ter_ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mrr-7473 rev.70/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/7I1 Quality Cdteda,DS$49 and SCSI Bolding Component 6904 Parke East Blvd. Safety klformaltonavoilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314 Tampa,FL 33610 Job Truss Truss Type tlty Ply Sorensen Beach Residence e� T1 9049052 J190511-1-R E01 Hip Girder 2 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:20 2020 Page 2 ID:xeqP58cKHolZhcRZ7xR4wpyt8fK-al zSOi_r1 OkigvQP EC_s6lf6ede?UQ57ipHg8wzy5jj LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-6=-54,6-8=-54,12-13=-20,9-12=-20,9-17=-20 Concentrated Loads(Ib) Vert:21=-110(B)22=-70(B)23=-70(B)24=-70(B)25=-70(B)26=-70(B)28=-70(B)29=-70(B)30=-70(B)31=-70(B)32=-110(B)33=-152(B)34=-75(B)35=-75(B) 36=-75(B)37=-75(B)38=-75(B)39=-75(B)40=-75(B)41=-75(B)42=-75(B)43=-152(B) � l A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown.and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery.erection and bracing of trusses and truss systems,seeANSVTPI1 Quality Cdtena,DS6-89 and SCSI luldIng Component 6904 Parke East Blvd. Satiety Ydannallonavailable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type I�ty Ply ISorensen Beach Residence 719049053 J190511-1-R i E02 Hip 2 1 I Job Reference(optional) I Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:21 2020 Page 1 I D:xeq P58cKHolZhcRZ7xR4wpyt8fK-2DXrE2?ToisZS3?bnvVSeW BGK 1?V DsLHwTODgMzy5j i 8-0-0 16-0-0 24-0-0 8-0-0 j 8-0-0 . 8-0-0 I Scale=1:40.6 4x10= 4x7= 3 19 20 4 6.00112 f N d N 18 � 21 22 3x4 77 g 7 3x4 2 6x6= 6x8= 5 1 N fG , `" r0 4.0012 6x8 6x8 I 8-1-8 1 15-10-8 24-0-0 1 8-1-8 7-9-0 8-1-8 Plate Offsets(X,Y)-- [1:0-1-5,0-2-0],[3:0-7-0,0-2-0],[4:0-3-8,0-1-12],[6:0-1-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 : TC 0.74 Vert(LL) 0.29 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.61 7-8 >471 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.33 Horz(CT) 0.38 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:99 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 7-0-5 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2-H 2-6-0,Right 2x4 SP No.2-H 2-6-0 REACTIONS. (lb/size) 1=888/0-5-8,6=888/0-5-8 Max Horz 1=112(LC 11) Max Uplift 1=-341(LC 12),6=-341(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-3157/1532,3-4=-2822/1463,4-6=-3158/1511 BOT CHORD 1-8=-1316/2903,7-8=-1259/2822,6-7=-1283/2903 WEBS 3-8=-331/1032,3-7=-306/307,4-7=-321/1032 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=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-0-0,Exterior(2)8-0-0 to 12-2-15,Interior(1)12-2-15 to 16-0-0,Exterior(2)16-0-0 to 20-2-15,Interior(1)20-2-15 to 24-0-0 zone;cantilever left and right111 tt 111///g, exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate `,.•%`QU I N VF'h11, grip DOL=1.60 •% CP`• 4 •0 ` 3) Provide adequate drainage to prevent water ponding. C.E.N 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. :� ,' Ni S'•�•.•. moi= • 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 • No 68182 will fit between the bottom chord and any other members. • 6) Bearing at joint(s)1,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) :"'O t 4 /,r- 1=341,6=341. i�.' S >,r OF • ((l: ll'ei.");;Y•itN.:10.9N-RA-1‘1°. ...'"-:,--k*.oC"` N I Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 � r A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE. mi'- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII Qualify CIIted%,DS549 and SCSI Bolding Component 6904 Parke East Blvd. Safety NMonnallonavailoble from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type my Ply Sorensen Beach Residence T19049054 J190511-1-R E03 Hip 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:22 2020 Page 1 ID:xegP58cKHolZhcRZ7xR4wpyt8fK-W Q5DRO05ZO_Q3CanLd1 KBjkPZRDEyLEQ97mnCozy5jh 5-1-12 10-0-0 14-0-0 18-10-4 24-0-0 5-1-12 4-10-4 4-0-0 4-10-4 -- 5-1-12 Scale=1:40.0 5x5= 4x7= 4 21 22 5 U 6.00112 a a N 2x4=20 23 2x4= 3 � r 6 • 10 9 3x4 19 5x12= 5x8= 24 73x4 2 N 1 ip 8 ♦•• Ito a 4.00 12 ► b 8x8 8x8 10-1-8 13-10-8 24-0-0 10-1-8 3-9-0 10-1-8 Plate Offsets(X,Y)-- [1:0-5-1,Edge],[4:0-2-8,0-2-4],[5:0-5-4,0-2-4],[8:0-4-12,Edge] I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.38 9-10 >764 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.57 9-17 >505 180 I BCLL 0.0 ' 1 Rep Stress!nor YES WB 0.22 Horz(CT) 0.46 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:112 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2-H 2-6-0,Right 2x4 SP No.2-H 2-6-0 REACTIONS. (lb/size) 1=888/0-5-8,8=888/0-5-8 Max Horz 1=-140(LC 10) Max Uplift 1=-341(LC 12),8=-341(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-3122/1663,3-4=-2850/1326,4-5=-2570/1292,5-6=-2849/1304,6-8=-3123/1645 BOT CHORD 1-10=-1469/2879,9-10=-987/2569,8-9=-1440/2879 WEBS 3-10=-296/382,4-10=-340/987,5-9=-327/987,6-9=-321/387 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=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;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 18-2-15,Interior(1)18-2-15 to 24-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members `011111111/ii� and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ``0& (WIN VF i,/ 3)Provide adequate drainage to prevent water ponding. •44 OQ.• <F // 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,•� S •••x C•E•N s' •• �i� 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 ; � F�'•• , will fit between the bottom chord and anyother members. • 6)Bearing at joint(s)1,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify • *•• ;• No 681 82 capacity of bearing surface. r. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) : 1=341,8=341. 0 • .2 1i CC Z I.O• ••� '•� r: OF : 1 ° �••.,• O R 11:).:,-•• ,O,.•••C'`..:.%. \ % Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10032015 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.seeANSVIPI1 Quality Criteria,DSB-89 and SCSI Bolding Componr of 6904 Parke East Blvd. Safety Informallotavailoble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314 Tampa,FL 33610 Job Truss Truss Type !bty Ply Sorensen Beach Residence TI9049055' J190511-1-R E04 Hip '1 1 ' Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:23 2020 Page 1 ID:xegP58cKHolZhcRZ7xR4wpyt8fK-_cfbfj 1 j KJ6HhM9_vKYZjxHbQgh4h17aOnVKI Fzy5jg 12-0-12 6-1-6 11-11-4 12118-0 17-10-10 1 d- 24-0-0 6-1-6 5-9-14 0- 12 5-9-14 6-1-6 0-0-12 Scale=1:44.3 5x5= 4 6.00 112 illi 21 3x4 20 3x4 3 �� 5 r 9 t x8= 3x4 G 19 22 3x4 J 2 6 10 8 ch 1 1.5x4 II 1.5x4 II Vilikiii 7 M cr a �. 4.001 o d Mt itm 6xe 6x8 6-1-6j 12-0-0 12-I1 12 17-10-10 24-0-0 6-1-6 5-10-10 0-1-12 5-8-14 _ 6-1-6 Plate Offsets(X,Y)-- [1:0-1-5,0-2-0],[7:0-1-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.34 8-9 >842 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.59 8-9 >485 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.44 Horz(CT) 0.44 7 n/a n/a BCDL 10.0 1 Code FBC2017/TPI2014 Matrix-MSH Weight:109 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 7-1-11 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2-H 2-6-0,Right 2x4 SP No.2-H 2-6-0 REACTIONS. (lb/size) 1=888/0-5-8,7=888/0-5-8 Max Horz 1=167(LC 11) Max Uplift 1=-341(LC 12),7=-341(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-3169/1407,3-4=-2624/1049,4-5=-2624/1072,5-7=-3169/1402 BOT CHORD 1-10=-1229/2908,9-10=-1249/2946,8-9=-1220/2946,7-8=-1200/2908 WEBS 3-9=-625/471,4-9=-642/1939,5-9=-625/475 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=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;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 16-2-15,Interior(1)16-2-15 to 24-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members `.0%111111/,4 and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,`S� QU)N VF 'I,� 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `% OP• <F • 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 •• , ,•' C,•E•N Sk'.'• '• �i� will fit between the bottom chord and any other members. •• V F•'•• 5)Bearing at joint(s)1,7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify No 681 82 I. capacity of bearing surface. =• 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(it=1b) 1=341,7=341. 13 • 4VIP/ ::CC ' S 1P I OF •�/ �� �4 � •' •4 ,P � .1 � OR , � ti, to ./1111110- Joaquin Velez PE No.68182 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 MEM A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10M3/2015 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,seeA ISIJTPl1 Quality Cdt.11a,DSB-19 and SCSI Building Component 6904 Parke East Blvd. Solely ifotm°Horgvailable from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type i]ty Ply Sorensen Beach Residence T19049056 J190511-1-R J01 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:46 2020 Page 1 ID:xegP58cKHoIZhcRZ7xR4wpyt8fK-p1 YIUbJ8vN00xvPPIfSy9nkiB6eXaFeygsa23Pzy5jJ 1-0-0 1-0-0 6.00 12 Scale=1:8.2 2 cq Talmo d 3 3x4= 1-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 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/TP12014 Matrix-MP Weight:3 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=37/0-5-8,2=24/Mechanical,3=13/Mechanical Max Horz 1=24(LC 12) Max Uplift 1=-2(LC 12),2=-24(LC 12),3=-2(LC 12) Max Gray 1=37(LC 1),2=25(LC 17),3=18(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 2 lb uplift at joint 1,24 lb uplift at joint 2 and 2 lb uplift at joint 3. 111111111/// ' 1QUIN VF����� %%%,O •c'E'Ns . . • No 68182 —0 ! ��= :?�� STS j OFc. �'' S110 ��NA� ���. Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 _ MO A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.1003/2015 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,seeANS1/IP11 Quality Cdteda,DSB49 and BCSI IuIding Component 6904 Parke East Blvd. Safety Inbrmationavailable from Truss Pate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type t lty Ply Sorensen Beach Residence T19049057 J190511-1-R J02 Comer Jack 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:47 2020 Page 1 ID:xegP58cKHolZhcRZ7xR4wpyt8fK-HDSghxJngh8tZ2_bJNzBi?GtLW zjJiY6vW Jbbszy5j I 2-0-0 3-0-0 2-0-0 1-0-0 I Scale=1:13.2 3 m 6.00 12 1.5x4 II i' 2 - ' o N N 1 all=1=1 X111 5 2x4 II 4 3x4= 1 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 I Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.00 5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.02 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=109/0-5-8,3=36/Mechanical,4=72/Mechanical Max Horz 1=72(LC 12) Max Uplift 1=-20(LC 12),3=-30(LC 12),4=-34(LC 12) Max Gray 1=109(LC 1),3=37(LC 17),4=74(LC 17) 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=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 20 lb uplift at joint 1,30 lb uplift at joint 3 x%1111 111/11 and 34 lb uplift at joint 4. •%" OU.0%11111111.11. N `,, No 68182 *: .* ;11 r S ':; OF :41./.: : ie1/49/0NA1-%c-.00�, ���I1111111/1 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A 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 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,seeANSVIPII Quality Criteria,DSI-$9 and SCSI Binding Component 6904 Parke East Blvd. Safety Ydormallonavailable from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type t)ty Ply Sorensen Beach Residence T19049058 J190511-1-R J03 Comer Jack 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 Mitek Industries,Inc. Mon Jan 6 10:49:48 2020 Page 1 I D:xegP58cKHolZhcRZ7xR4wpyt8fK-IQf2vHK P R?GkBCZnt4UQECp?SvGo29K F893971zy5j H 2-0-0 5-0-0 2-0-0 3-0-0 Scale=1:18.2 3 Pl'� 6.00 12 9 1.5x4 II 2 a b CO 111411. 5 4 2x4 II 3x4 5-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.03 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.03 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:21 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 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=183/0-5-8,3=84/Mechanical,4=98/Mechanical Max Horz 1=121(LC 12) Max Uplift 1=-36(LC 12),3=-76(LC 12),4=-29(LC 12) Max Gray 1=183(LC 1),3=86(LC 17),4=104(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-139/298 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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. 111111111// 4)Refer to girder(s)for truss to truss connections. ��,``1QU Ij N V����,� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 36 lb uplift at joint 1,76 lb uplift at joint 3 � O '• • • 46\ and 29 lb uplift at joint 4. ' .•• EN �, �G `SFS' • • No 68182 * : :* = 1• OS /'j; OF •. •,MS' �0NA� 00 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/03/2015 BEFORE USE. III 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/tPl1 Quality Catena.DSB49 and ICS!lidding Companion} 6904 Parke East Blvd. Safely Infonnalonavoilable from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type qty Ply Sorensen Beach Residence T19049059 II J190511-1-R J04 Jack-Open 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:48 2020 Page 1 I D:xegP58cKHoIZhcRZ7xR4wpyt8fK-IQt2vH KPR?GkBCZnt4UQECpwtvDG28rF893971zy5j H 2-0-0 7-0-0 2-0-0 5-0-0 Scale=1:23.5 3 6.00 FIT 10 1.5x4 II 9 a 2 1 1115 3x611 4 3x4= 7-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.09 4-5 >910 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.10 4-5 >828 180 BCLL 0.0 * Rep Stress Incr YES WB 0.08 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix-MP Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=257/0-5-8,3=129/Mechanical,4=128/Mechanical Max Horz 1=169(LC 12) Max Uplift 1—52(LC 12),3=118(LC 12),4=-27(LC 12) Max Gray 1=257(LC 1),3=131(LC 17),4=144(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-337/138 WEBS 2-5=-256/473 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 `,�1111111....... will fit between the bottom chord and any other members. ``i QU I N Vic /1,' 4) Refer to girder(s)for truss to truss connections. `: o '• • 46` i, 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 52 lb uplift at joint 1,118 lb uplift at joint `�� , ••• C•E•N d••$'.*. 3 and 27 lb uplift at joint 4. : �. No 68182 *: •:* ="0 ' jib ' �= O:• ST. tr OF :I; Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design valid for use only 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,seeANSVTPIl Quality Creeds,D3549 and ICSI Bolding Component 6904 Parke East Blvd. Safely MormatIonavailable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job I Truss Truss Type r t•]ty Ply Sorensen Beach Residence I T19049060 J190511-1-R J05 Jack-Partial Girder 2 1 Job Reference(optional) j Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:49 2020 Page 1 ID:xegP58cKHolZhcRZ7xR4wpyt8fK-DcDQ6cL1 CIOboM8zQn0fnQMOKJZtncUPNpoifkzy5jG 3-0-0 4-9-13 9.10-1 3-0-0 1-9-13 5-0-3 3 Scale=1:23.1 Ia NAILED 4.2451 11 1 10000111111 NAILED 10 1.5x4 II 1 °' 02 01NAILED 9 r 1 �1 III il ■ ;r M, 12 13 14 iiMIll5 NAILED 2x4 H NAILED NAILED 4 3x4= 9-10-1 9-9-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.32 4-5 >370 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.38 4-5 >307 180 BCLL 0.0 ' Rep Stress'nor NO WB 0.06 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:40 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 DSS BOT CHORD Rigid ceiling directly applied or 9-11-1 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=411/0-7-0,3=182/Mechanical,4=256/Mechanical Max Horz 1=169(LC 21) Max Uplift 1=-159(LC 8),3=-154(LC 8),4=-87(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-334/334 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 159 lb uplift at joint 1,154 lb uplift at �11111111//t joint 3 and 87 lb uplift at joint 4. ��%% tJ�N VFIIIII 6)"NAILED"indicates 3-10d skew 45 to 135 degrees(0.148"x 3") toe-nails per NDS guidelines. `� oP 46 / 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �� ,•••.\c�E•N S�.•� moi. • • i LOAD CASE(S) Standard • 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 No 68182 Uniform Loads(plf) * : •:* " Vert:1-3=-54,4-6=-20 ' Concentrated Loads(Ib) �-0....:• SVP :CC Vert:11=-8(F)12=-3(F)13=-44(F)14=-70(F) • ST - 1 OF : IQ 0 ••, 10:-/.4oR ♦ %% Joaquin Velez PE No.68182 MITA USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.11/03/2015 BEFORE USE. mit Design valid for use only with MiTekra 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 brocing of trusses and truss systems,seeANSVIPI1 Quality Criteria.D5549 and SCSI Building Component 6904 Parke East Blvd. SaI $y klfomlafbnavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314 Tampa,FL 33610 Job TTruss Truss Type y Ply Sorensen Beach Residence T19049061 J190511-1-R J06 Jack-Partial Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:50 2020 Page 1 I D:xegP58cKHoIZhcRZ7xR4wpyt8fK-ionoJyMfzc W SQ W jA_VXuJduCGjvcW 3oYbTYGCBzy5j F 3-0-0 4-7-11 9-5-13 I 3-0-0 I 1-7-11 I — 4-10-1 3 Scale=1:21.9 ',01 la o . NAILED 4,24 12 11 NAILED 0000011111111111 10 1.5x4 II 1 O1 2 m NAILED 9 r 1 rg I " 1 I il 1 iM 12 13 14 5 M. NAILED 2x4 11 NAILED NAILED 4 354= 9-5-13 9-5-6 LOADING (psf) SPACING- 2-0-0 I CSI. 1 DEFL. in (loc) I/deft lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 : TC 0.78 Vert(LL) 0.28 4-5 >410 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.33 4-5 >342 180 BCLL 0.0 • Rep Stress Incr NO WB 0.05 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014i Matrix-MSH Weight:39 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=395/0-7-0,3=174/Mechanical,4=253/Mechanical Max Horz 1=163(LC 8) Max Uplift 1=-153(LC 8),3=-148(LC 8),4=-90(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-311/311 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 153 lb uplift at joint 1,148 lb uplift at 11111111118, joint 3 and 90 lb uplift at joint 4. %�,IIIQU II N 1 1', 6)"NAILED"indicates 3-10d skew 45 to 135 degrees(0.148"x 3") toe-nails per NDS guidelines. ,, oQ-• �� ,e, 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ,,�_ ,••.'•G•E•N 5+_.? 'i' • i • LOAD CASE(S) Standard No 68182 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 = * ••:* = Uniform Loads(plf) _ Vert:1-3=-54,4-6=-20 — • e a Concentrated Loads(Ib) -o: •v/q• :Cr Vert:11=-8(F)12=-3(F)13=-44(F)14=-70(F) i 13 • 1,11siSio!Ni.EA. Oc :0%.( pR % Csi0 � %% n Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 MOM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 3111-7473 rev.10/032015 BEFORE USE. reimi Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly 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 MiTekv is always required for stability and to prevent collopse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIP11 Quality Criteria,DS1149 and SCSI Building Component 6904 Parke East Blvd. Safety Informadonovoilable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314 Tampa,FL 33610 Job Truss Truss Type t]ty Ply Sorensen Beach Residence T19049062 J190511-1-R J07 Comer Jack 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:51 2020 Page 1 ID:xegP58cKHolZhcRZ7xR4wpyt8fK-A?LBXI MHkweJ2g IMYC27srRZU7LKFW thg7Hpkdzy5j E 2-0-0 1 2-0-0 Scale=1:10.7 2 6.00F2- 1 m 1 N N 11.11Mil 3x4= 3 I 2-0-0 I 2-0-0 LOADING (psf) f SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 I Vert(CT) -0.00 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/TP12014 Matrix-MP Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=74/0-5-8,2=38/Mechanical,3=35/Mechanical Max Horz 1=49(LC 12) Max Uplift 1=-12(LC 12),2=-36(LC 12),3=-9(LC 12) Max Gray 1=74(LC 1),2=39(LC 17),3=41(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=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 12 lb uplift at joint 1,36 lb uplift at joint 2 and 91b uplift at joint 3. ``,t f 1 11/ii' .•` ix() �" V < ''�. No 68182 • *: •:* = •o 1FS �: F :14/CC*? O ••� . •''. CO• R1 • ii, 10 Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MH-7473 rev.1W03/2015 BEFORE USE. Design valid for use only with MTek®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 1 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/TPII Quality Criteria,DS6-$9 and SCSI Bolding Component 6904 Parke East Blvd. L Safety Informallonavailoble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314 Tampa,FL 33610 Job Truss Truss Type City Ply Sorensen Beach Residence 719049063, J190511-1-R J08 Comer Jack 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:51 2020 Page 1 ID:xegP58cKHolZhcRZ7xR4wpy18fK-A?LBXIMHkweJ2gIMYC27srRYS7JDFW Khg7Hpkdzy5jE 2-0-0 4-0-0 2-0-0 2-0-0 Scale=1:15.7 3 , 6.00 I 8 1.5x4 II 2 N 1 � �II ►; 52x4 II ° 3x4= 4-0-0 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.01 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.01 5 >999 180 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-MP Weight:17 lb 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 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=146/0-5-8,3=61/Mechanical,4=84/Mechanical Max Horz 1=96(LC 12) Max Uplift 1=-28(LC 12),3=-54(LC 12),4=-30(LC 12) Max Gray 1=146(LC 1),3=62(LC 17),4=86(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 5) Provide mechanicalforer(s) tt connection(by otruss to truss thers) truss to bearing plate capable of withstanding 28 lb uplift at joint 1,54 lb uplift at joint 3 `����,QU)N' and 30 lb uplift at joint 4. N♦ OP'• •/ .` . G�EN S� �.� No 68182 *: •:* = "x) . s S '/e��//i•F .'1cc C/� A\. ,� P ;�<v, • C<\•••ks, • • RSO• �� �% I not- Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 OM MI 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 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/IP11 Quality Criteria,DS11-19 and SCSI Building Component 6904 Parke East Blvd. Safely Mormallomavoilable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Pity Ply Sorensen Beach Residence 719049064 J190511-1-R J09 Jack-Open 7 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:52 2020 Page 1 ID:xegP58cKHoIZhcRZ7xR4wpyt8fK-eBvZkeNvVDmAggtY6wZMP2_fLXcV_y3r3n1 MG3zy5jD 2-0-0 - 6-0-0 2-0-0 4-0-0 Scale=1:20.9 3 I 1I 6.00 12 9 cg 1.5x4 II a 2 cesSI SAME 11 ►, 5 2x4 11 4 354= 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 I CSI. I DEFL- in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.06 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.06 4-5 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.07 Horz(CT) -0.01 3 r/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP 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 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=220/0-5-8,3=107/Mechanical,4=113/Mechanical Max Horz 1=145(LC 12) Max Uplift 1=-44(LC 12),3=-97(LC 12),4=-28(LC 12) Max Gray 1=220(LC 1),3=109(LC 17),4=124(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-282/109 WEBS 2-5=-192/387 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 �i811111111I/ will fit between the bottom chord and any other members. `fit QU I N , 4)Refer to girder(s)for truss to truss connections. ,`%` OP • 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 44 lb uplift at joint 1,97 lb uplift at joint 3 `� , •••• • CEN S••. and 28 lb uplift at joint 4. •• �. F No 68182 =-0 7.-53s �i, OF 4i •244/ ••-4 O R ' �IIiII,>, Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual 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,seeANIVRIt Quality Cdt.rla,DS649 and SCSI Balding Component 6904 Parke East Blvd. Safety Monnallonovailable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job jTruss Truss Type Oty Ply Sorensen Beach Residence T19049065 J190511-1-R J10 Comer Jack 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:53 2020 Page 1 ID:xegP58cKHoIZhcRZ7xR4wpyt8fK-6NTxy_OXGXu1 HzRlfd4bxGW rbw_CjQN_HRmwoVzy5jC 3-6-8 3-6-8 Scale=1:15.8 IF 6.00 12 9 3 1'� 000. 43x42<-• N N N N 1 Pa 11 X11 4 3x6 II 3-6-8 3-6-8 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 1 Code FBC2017/TP12014 Matrix-MP Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2-H 2-0-0 REACTIONS. (lb/size) 1=129/Mechanical,3=86/Mechanical,4=43/Mechanical Max Horz 1=85(LC 12) Max Uplift 1=-16(LC 12),3=-82(LC 12),4=-1(LC 12) Max Gray 1=129(LC 1),3=89(LC 17),4=61(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extenor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-5-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 er(s) truss truss ons. 5)Provide mechanicalrconnection(by others)tlof truss to bearing plate capable of withstanding 16 lb uplift at joint 1,82 lb uplift at joint 3 �`O1 001 N l VF Mile and 1 lb uplift at joint 4. s% OP'• �4 •j .•• ........ S . •• :� • 0 F • No 68182 �:. ST'S OF /LQ Z -i���S•< OR1O, �\,�% ''tit 0 N A�e..• ‘..40 Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual 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,seeAN31/1pl1 Quality Cdteila,DS$49 and BCSI Bolding Component 6904 Parke East Blvd. ' Safety MonnaIton vailoble from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type CIty Ply Sorensen Beach Residence T19049066 J190511-1-R J11 Jack-Partial Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:53 2020 Page 1 ID:xegP58cKHolZhcRZ7xR4wpyt8fK-6NTxy_OXGXu1 HzRlfd4bxGW mDwrujQm_HRmwoVzy5jC 3-0-0 4-1-6 8-5-1 3-0-0 i 1-1-6 j 4-3-12 Scale=1:20.1 3 q la 4.24 NI NAILED 9 NAILED ., 1.5x4 Tr 2 _ (b 1 — n ti� 6 10 2x4 II NAILED NAILED 4 3x4= 8-5-1 I 8-5-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.20 4-5 >491 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.25 4-5 >400 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.04 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP 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 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-3-9 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=336/0-7-0,3=152/Mechanical,4=199/Mechanical Max Horz 1=144(LC 8) Max Uplift 1=-120(LC 8),3=-121(LC 8),4=-66(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 120 lb uplift at joint 1,121 lb uplift at joint 3 and 66 lb uplift at joint 4. 111111111//] i. 6)"NAILED"indicates 3-10d skew 45 to 135 degrees(0.148"x 3") toe-nails per NDS guidelines. �NO Qu1 N 1/ ••••i 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ` P• .6 '° I i LOAD CASE(S) Standard •• F•••• 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) • NO 681 82 Vert:1-3=-54,4-6=-20 *: :* " Concentrated Loads(Ib) — • Vert:5=-12(B)10=-56(B) 7:11.:13-33:1,,0;16,70. "O `/i. ��' ST't'� OF �'���ti, �N A� • ECS��• Joaquin Velez PE No.68182 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/73/2015 BEFORE USE. t 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,seeANSVIPII Quality Criteria,DSII-119 and ICS Bolding Component 6904 Parke East Blvd. Safety Ydormalianavailable from Truss Rate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314 Tampa,FL 33610 Job Truss Truss Type ' Ity Ply Sorensen Beach Residence T19049067 J190511-1-R J12 Jack-Partial Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:54 2020 Page 1 I D:xeq P58cKHolZhcRZ7xR4wpyt8fK-aa0J9KPA1 r0tv70xDLbgUT3yyKC4St38 W 5W TLyzy5jB 3-0-03.11-4 8-0-13 3-0-0 I 0-11-4 j 4-1-10 Scale=1:19.5 3 II � 4.24 12 NAILED 9 NAILED 1.5x4 II h 2 m d cb 1 r'i ./. .– — _ 'i)17\ 5 10 4 2x4 II NAILED NAILED 354= 8-0-13 I 8-0-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.17 4-5 >555 240 MT20 244/190 TCDL 7.0 I Lumber DOL 1.25 BC 0.75 Vert(CT) -0.21 4-5 >454 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.04 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:33 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=321/0-7-0,3=144/Mechanical,4=196/Mechanical Max Horz 1=138(LC 8) Max Uplift 1=-114(LC 8),3=-115(LC 8),4=-68(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 114 lb uplift at joint 1,115 lb uplift at joint 3 and 68 lb uplift at joint 4. 111111111/// 6)"NAILED"indicates 3-10d skew 45 to 135 degrees(0.148"x 3") toe-nails per NDS guidelines. �_�`' - tJ j N tic-1l11� 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ,% OP• • 4 '�� i LOAD CASE(S) Standard ,�� •••��Ci•E N S'k'.?• °• •1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 No 68182 Uniform Loads(plf) • Vert:1-3=-54,4-6=-20 r• *: •:* Concentrated Loads(Ib) Vert:5=-12(B)10=-56(B) 'O:,•. ST OF •: -° c<� :•c� OR1O ..r.,\ \ ` '°i,��S`0 N A �`NS iillittill- Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MII-7473 rev.1003/2015 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,notIMI a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall I building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeAHSVTPI1 Quality CrMMa,DS11-$9 and SCSI lidding Companion} 6904 Parke East Blvd. Safety YNOlmalbnavoilable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandno.VA 22314 Tampa,FL 33610 Job Truss Truss Type Qty Ply Sorensen Beach Residence ! 719049068 J190511-1-R J13 Corner Jack 8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 Mitek Industries,Inc. Mon Jan 6 10:49:55 2020 Page 1 I D:xegP58cKHolZhcRZ7xR4wpyt8fK-2mahNg0oo88kXHb7n2630hbF6kjnBKtHlI FOtOzySjA 1-0-0 1-0-0 6.00 12 ' Scale=1:8.2 2 is ro . ii•Jori d I0) Cti =s. 4.0012 3x4 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 ria n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=37/0-5-8,2=16/Mechanical,3=21/Mechanical Max Horz 1=24(LC 12) Max Uplift 2=-15(LC 12),3=-12(LC 12) Max Gray 1=37(LC 1),2=16(LC 17),3=22(LC 17) 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=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of earing surface. I. 6)Provide mechanical al co nection(by others)of truss to bearing plate capable of withstanding 15 lb uplift at joint 2 and 12 lb uplift at �`N- QU I N 1 VF,,,, joint 3. • OP, 4� •j G�E�NS' . 1 '. No 68182 � '., S 'i r,' OF : •�,n<\.•.cI0R10P \ N. eo''StC? o S/O N A�(sNA�N%` Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10/032015 BEFORE USE. Ni' Design valid for use only with MiTek®connectors.This design is bused only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent brocing 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 truss systems,seeANSI/111I1 Qualify Criteria,DS8-$9 and SCSI Building Component 6904 Parke East Blvd. Safety Wonnalanovoiloble from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type r_ ftty Ply Sorensen Beach Residence T19049069 J190511-1-R J14 Jack-Open 8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:55 2020 Page 1 I D:xegP58cKHolZhcRZ7xR4wpyt8fK-2mahNg0oo88kXHb7n2630hbEQki I BKtHlI FOtOzy5jA 3-0-0 3-0-0 Scale=1:13.2 2 6.00 12 N 1 1, d ,/ 4.00 12 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (100) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 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 F8C2017/TP12014 Matrix-MP Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=109/0-5-8,2=58/Mechanical,3=50/Mechanical Max Horz 1=72(LC 12) Max Uplift 1=-16(LC 12),2=-55(LC 12),3=-12(LC 12) Max Gray 1=109(LC 1),2=59(LC 17),3=60(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=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity 6)Provide mechanical cal co nection(by others)of truss to bearing plate capable of withstanding 16 lb uplift at joint 1,55 lb uplift at joint 2 ��s" U N,V�,,I�� and 12 Ib uplift at joint 3.earing surface. `s O . ........ s% J .••• E • . No 68182 * : :* • :-0' Q , 1.� ST �. OF • ;�`S4OR1O • %• ONM- Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.1003/2015 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,not1111. 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.seeANSUTPi1 Quatily Cdlene.DS11-69 and SCSI Bolding Component 6904 Parke East Blvd. Safely IMonnallanavailable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type a Ply Sorensen Beach Residence T19049070 J190511-1-R J15 Jack-Partial Girder 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:56 2020 Page 1 I D:xegP58cKHolZhcRZ7xR4wpyt8fK-W y84a000YSGb8RAKLmeIZu8OF81 gwn7Q_P?aPgzy5j9 2-1-1 I — 4-2-3 2-1.1 2-1-i Scale=1:13.0 2 1' 4.24 Fir �If cq N NAILED 3 f/ •' 7 1 °I 1 3 d NAILED _ 2.83 12 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.01 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.01 3-6 >999 180 BCLL 0.0 * Rep Stress!nor NO WB 0.00 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 1=158/0-6-4,2=82/Mechanical,3=74/Mechanical Max Horz 1=71(LC 21) Max Uplift 1=-54(LC 8),2=-68(LC 8),3=-15(LC 8) Max Gray 1=158(LC 1),2=82(LC 1),3=85(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 111111111// 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 54 lb uplift at joint 1,68 lb uplift at joint 2 Ott CM IN V 111, and 15 lb uplift at joint 3. `�, OP.• ��F,�� 7)"NAILED"indicates 3-10d skew 45 to 135 degrees(0.148"x 3") toe nails per NDS guidelines. �� , •••� •E•N S:•• , 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �. k.". • LOAD CASE(S) Standard NO 68182 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 *: :* Uniform Loads(plf) = • • Vert:1-2=-54,3-4=-20 -0 Concentrated Loads(Ib) OST OF :IQ::Vert:8=-9(F) ••' O• OR \ ' �S "nil a not- Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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,seeANSI/1P11 Quality Cllt•lla,DS$-9 and SCSI Bolding Component 6904 Parke East Blvd. Safety kdonrradonavoilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type r 4 ' Idty Ply Sorensen Beach Residence 11904907111 J190511-1-R J16 Jack-Partial Girder 4 1 Job Reference(optional) i Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:57 2020 Page 1 ID:xegP58cKHolZhcRZ7xR4wpyt8fK-?9iSnLR2JmOSmbIW uT9X56hZVYMHfDMaC3k7xHzy5j8 1-10-15 3-9-15 1-10-15 1-10-15 Scale=1:12.4 4.24 12 2 7 NAILED 3 1 1 Id -'1‘11.r.- NAILED 2.83 Fil 354 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.01 3-6 >999 180 BCLL 0.0 ' Rep Stress Incr NO I WB 0.00 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 I Code FBC2017/TP12014 Matrix-MP Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-15 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 1=145/0-6-4,2=74/Mechanical,3=69/Mechanical Max Horz 1=65(LC 21) Max Uplift 1=-49(LC 8),2=-61(LC 8),3=-16(LC 8) Max Gray 1=145(LC 1),2=74(LC 1),3=78(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=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. `II11111111//l 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 49 lb uplift at joint 1,61 lb uplift at joint 2 ``�� QU N 1/ 41�� and 16 lb uplift at joint 3. :• OP• iI 7)"NAILED"indicates 3-10d skew 45 to 135 degrees(0.148"x 3") toe-nails per NDS guidelines. .. , •••�C•E•N,•• ' 'i_. 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �. F•'• • LOAD CASE(S) StandardN O 68182 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 .7.* *:• :* Uniform Loads(p11) = : Vert:1-2=-54,3-4=-20 -0 : ,)SII Concentrated Loads(Ib) iS T/ O F :‘%..:.4/t i.:-• Vert:8=-9(B) Joaquin Velez PE No.68182 Mk USA,Inc.FL Cert 6634 6904 Parke East Bfvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10032015 BEFORE USE. Design valid for use only with MiTekIS connectors.This design is based only upon parameters shown,and is for on individual building component,not mit a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Catr rla,DS3a9 and MCSI Bolding Component 6904 Parke East Blvd. Safety kiformatlonovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job iTruss Truss Type . ~ 'oty Ply Sorensen Beach Residence ' T19049072 J190511-1-R J17 Jack-Open Girder 4 1 _ Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:58 2020 Page 1 ID:xegP58cKHoIZhcRZ7xR4wpytBfK-TLGq?hSg43XJOIKiSAgmeJDcuxW 1 OgcjRjUhUjzy5j7 3-0-0 6-0-0_ 3-0-0 l 3-0-0 5x5= Scale=1:14.6 Special NAILED NAILED 2 9 10 3 1 I 6.00 112 t! ;N N // • • 1 Special NAILED NAILED 5x5= 12 4 111110 o 4.00 12 3x4 -.:--- 3-1-8I 1 8I 6-0 0 I3-1-8 2-10-8 Plate Offsets(X,Y)-- [2:0-3-0.0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.13 4-5 >533 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 I BC 0.94 Vert(CT) -0.16 4-5 >448 180 i BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) 0.10 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-5:2x6 SP No.2 REACTIONS. (lb/size) 1=288/0-5-8,3=156/Mechanical,4=172/Mechanical Max Horz 1=74(LC 8) Max Uplift 1=-134(LC 8),3=-142(LC 4),4-66(LC 8) Max Gray 1=288(LC 1),3=164(LC 18),4=174(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 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 ,11111 1111/ii_ will fit between the bottom chord and any other members. , ,‘%`%%` au I N VF /ii' 6)Refer to girder(s)for truss to truss connections. • • . i0 7)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �� , •••� 4 GENs: .••. c e ` capacity of bearing surface. Z •• �.- •• i 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 134 lb uplift at joint 1,142 lb uplift at No 681 82 joint 3 and 66 lb uplift at joint 4. • 9)"NAILED"indicates 3-10d Nails(0.148"x 3") toe-nails per NDS guidelines. *: •• * 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)75 lb down and 174 lb up at - 3-0-0 on top chord,and 76 lb down and 75 lb up at 3-1-8 on bottom chord. The design/selection of such connection device(s)is :-0•. , 'iiI •CC r. the responsibility of others. 1:1),..:•. S T ' / O F : L Z. 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 1.• • ,J 40 Z LOAD CASE(S) Standard •moi &O R \0.•`• \ �• 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 �',j 9/••• •.•••G\ �` Uniform Loads(plf) •'ii 0 N 1-1 -.0% Vert:1-2=-54,2-3=-54,5-6=-20,4-5=-20 Concentrated Loads(Ib) Joaquin Velez PE No.68182 Vert:2=-7(B)5=-76(B)9=-4(B)10=-14(B)11=-40(B)12=-34(B) Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-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,not1111. 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,seeANSIRPIl Quality Cdtala,DS549 and SCSI Balding Compon.n} 6904 Parke East Blvd. Sa1Ny InformatIo available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type e-' 1-11ty Ply -Sorensen Beach Residence T19049073' J190511-1-R J18 Jack-Open 4 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:58 2020 Page 1 I D:xegP58cKHolZhcRZ7xR4wpyt8fK-TLGq?hSg43XJOl KISAgmeJDeZxf_Ogcj Rj UhUjzy5j7 5-0-0 6-0-0 5-0-0 1-0-0 H 3x4= Scale=1:19.5 2 3 iii i 6.0012 N 9 11- II �� • N Q) 4 a 4X4= 1 th I 1 =' 4.001-W 3x4 5-1-8 6-0-0 5-1-8 I 0-10-8 Plate Offsets(X,Y)-- [1:0-0-14,0-1-8],[2:0-2-0,0-2-8] i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.05 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.05 5-8 >999 180 BCLL 0.0 • I Rep Stress Incr YES WB 0.00 Horz(CT) -0.05 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR J I Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-5:2x6 SP No.2 REACTIONS. (lb/size) 1=220/0-5-8,3=124/Mechanical,4=95/Mechanical Max Horz 1=123(LC 12) Max Uplift 1=-52(LC 12),3=-107(LC 12),4=-10(LC 12) Max Gray 1=220(LC 1),3=124(LC 1),4=122(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-0-0,Exterior(2)5-0-0 to 5-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `,�{1111111/i�I 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 0� v[N Vr- III, will fit between the bottom chord and any other members. � , 6)Refer to girder(s)for truss to truss connections. •%,%%%‘.0/ ..•••'\G�E•N s• • • ' e 7) Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify •' \. F '• 1 capacity of bearing surface. • • • 1. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 52 lb uplift at joint 1,107 lb uplift at joint *: No 68182 :• 3 and 10 lb uplift at joint 4. 7."a . a • X• "..:13' ST-,t,4.1 OF 'IQ :' ., �'••4OR .O• .. "Hill'tot- Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.IOV.3f7015 BEFORE USE. • 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.seeANSI/IPI1 Quality Gateda,DS6-$9 and ICSI Budding Component 6904 Parke East Blvd. Safety Ildonnallonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ' ' r Itty Ply Sorensen Beach Residence T19049074 J190511-1-R J19 Jack-Open 14 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.330 s Dec 5 2019 MiTek Industries,Inc. Mon Jan 6 10:49:59 2020 Page 1 ID:xegP58cKHolZhcRZ7xR4wpyt8fK-xXgCC1 TIrNfA?uvvOuB?BXmonL?j77sigNDE09zy5j6 6-0-0 6-0-0 Scale=1:20.6 2 6.005-2- s .00 126 I� , N 7 R. 4.00 12 3x4 Plate Offsets(X,Y)-- [1:0-1-2,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.05 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.05 3-6 >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-MP 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 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=220/0-5-8,2=124/Mechanical,3=95/Mechanical Max Horz 1=145(LC 12) Max Uplift 1=-40(LC 12),2=-117(LC 12),3=-11(LC 12) Max Gray 1=220(LC 1),2=127(LC 17),3=122(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=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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. 11111111 II�7 5)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify •%% QUI N VF '1/� capacity of bearing surface. `%` o -• •• • �. •• 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 40 lb uplift at joint 1,117 lb uplift at joint �� , ••• CEN S'•• 2 and 11 lb uplift at joint 3. : V F No 68182 *: :* :: /11 CCZ O'.. ST' i..� O F 4/ "VON SAl �0`,• 1111 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 6,2020 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSVTP11 Quality Cdteia,DS549 and SCSI Building Component 6904 Parke East Blvd. Safety Imfoemationovoilable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 1 ' Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 /4 3 " Center plate on joint unless x, y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property I I (Drawings not to scale) offsets are indicated. Damage or Personal Injury MirDimensions are in ft-in-sixteenths. ink. Apply 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. O_1/l dr 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves 4 may require bracing,or alternative Tor I ILAI 0 bracing should be considered. c3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. LI! d 4. Provide copies of this truss design to the building C7-8 cad s-a O designer,erection supervisor,property owner and For 4 x 2 orientation, locate I— p 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/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. connectorplates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY 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. • PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for 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, ESR 1988 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 that le 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 accordance with ANSI/TPI 1 section 6.3 These truss designs relyon lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, g or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. iiihMINAP reaction section indicates joint IIIII number where bearings occur. 17.Install and load vertically unless indicated otherwise. 11.-=_.-4Min size shown is for crushing only. __ H. 18.Use of green or treated lumber may pose unacceptable Kr.] environmental,health or performance risks.Consult with Industry Standards: ram1 project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. x is not sufficient. BCSI: BuildingComponent SafetyInformation, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, 1Te I/ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 A Builder: Job Info: The Angelo Group Job: J190511-1-R 11363-300 San Jose File# Boulevard Sales: Jason Brackin Jacksonville FL 32223 riErliell Design: James Bratcher (9041 268-2247 Paoe 1 of 4 Job: Report Date: Sorensen Beach Residence Manning Building Supplies Rep. Date: 1/6/2020 51 Beach Ave Atlantic Beach FL 32233 pParkway 11155 Phillips Dr. E Jacksonville, FL 32256 (904) 268-8225 * (904) 260-2981 Cover Sheet Floor Trusses QTY CANTILEVER STUB PLY LABEL DIAGRAM ' DEPTH SPAN LEFT RIGHT LEFT RIGHT w v 17 F1-01 i 24" 16-09-06 - - 14 F1-02 24" 12-08-08 - - - - 15 F1-03 ^Vw�y 24" 16-07-04 - - - - N.INVWW NI 15 F1-03A 24" 19-02-02 2-00-00 - - - a 4 F1-04 24" 6-07-04 - - - - 1 F1-04A ,`MAN. 24" 9-03-06 2-00-00 - - - 11 F1-05 TSI24" 13-01-04 - - - - 6 F1-06 INV_ I `1 24" 13-01-04 - - - - 14 F1-07 24" 22-07-12 - - - - � 7 � 11 F1-08 N 1 24 7-00-00 - - - - 6 F1-09 rWNI7N1 24" 17-10-10 3-08 - - - 10 F1-10 24" 4-01-00 - - - - 10 F1-11 24" 10-03-10 - - m 2 F1-12 24" 6-06-10 - - - - 15 F1-13 1 11 "" ' 24" 13-07-12 - - - - 16 F1-14 NI/-4/1 Ni--..1/4,14 22-0?-'2 - - - - 1 F2-01 16" 21-03-00 - - - - 5 F2-02 16" 21-03-00 - - - - 1 F2-03 II,IMI ll 16" 4-11-08 - - - - 7 F2-04 16" 16-05-08 - - - - 1/6/2020 11:49:31 AM James Bratcher-JB7262 1 of 4 s Job# J190511-1-R Customer: The Angelo Group Job: Sorensen Beach Residence Floor Trusses QTY CANTILEVER STUB PLY LABEL DIAGRAM DEPTH SPAN LEFT RIGHT LEFT RIGHT 1 F2-05 16" 15-09-12 - - - - 1 F2-06 16" 2-04-08 - - - - 1 F2-07 ;Z_ 16" 4-09-00 --- 1 F2-08 16" 20-10-04 - - - - 5 F2-09 16" 20-10-04 - - - - 6 F2-10 16" 20-07-04 - - - - 2 F2-11 16" 21-03-00 - - - - 1 F2-42 16" 21-03-00 - - - - 199 3066.82 Roof Trusses QTY (Shipping) Base Span OVERHANG CANTILEVER STUB PLY LABEL DIAGRAM PITCH HEIGHT SPAN LUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT A01 ® 6/12 4-00-13 18-00-00 2 x 4 - - - - 9 A02 " 6/12 5-00-13 18-00-00 2 x 4 - - - - 1 2-pry BO' /"®� 6/12 3-06-13 23-06-08 2 x 4 - - - - 1 802 i� 6/12 4-05-13 23-06-08 2 x 4 - - - - 1 B03 6/12 5-05-13 23-06-08 2 x 4 - - - - 1 804 ,o- 4(7" ,%\. 6/12 6-05-13 23-06-08 2 x 4 - - - - 8 B05 6/12 6-06-13 23-06-08 2 x 4 - - - - 11 606 6/12 6-06-13 18-02-00 2 x 4 - - - - 3 CO1 3/12 2-10-07 9-02-08 2 x 4 - - - - 10/12 10 001 6/12 6-11-06 15-00-00 2 x 4 - - - - 26/12 2-ply E01 4/12 3-06-13 24-00-00 2 x 4 ---- 6/12 2 E02 aocliti 4/12 4-06-13 24-00-00 2 x 4 - - - - 6/12 2 E03 4/12 5-06-13 24-00-00 2 x 4 - - - - 6/12 1 E04 4/12 6-06-07 24-00-00 2 x 4 - - - - 4 J01 ( 6/12 1-00-13 1-00-00 2 x 4 - - - - 2x4 4 J02 I 6/12 2-00-13 3-00-00 2 x 6 - - - - 2x4 4 J03 t 6/12 3-00-13 5-00-00 2 x 6 - - - - 1/6/2020 11:49:31 AM James Bratcher-JB7262 2 of 4 • Job# J190511-1-R Customer The Angelo Group Job: Sorensen Beach Residence Roof Trusses QTY (Shipping) Base Span OVERHANG CANTILEVER STUB PLY LABEL DIAGRAM PITCH HEIGHT SPAN LUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT 2 x 4 4 J04 l< 6/12 4-00-13 7-00-00 2 x 6 - - - - 2 x 4 2 JO5 4.24/12 4-00-09 g-10-01 2 x 6 0-06 - - - 2 x 4 2 JO6 4.24/12 3-11-01 9-05-13 2 x 6 0-06 - - - 2 x 4 4 J07 ( 6/12 1-06-13 2-00-00 2 x 6 - - - - 2 x 4 3 J08 I 6/12 2-06-13 4-00-00 2 x 6 - - - - 2x4 7 JO9 6/12 3-06-13 6-00-00 2 x 6 - - - - 1 J10 , 6/12 2-06-13 3-06-08 2 x 4 - - - - 2 x 4 2 J11 4.24/12 3-06-09 8-05-01 2 x 6 - - - - 2 x 4 2 J12 4.24/12 3-05-01 8-00-13 2 x 6 - - - - 6/12 2 x 4 8 J13 4/12 1-00-13 1-00-00 2 x 6 - - - - 6/12 2 x 4 8 J14 4/12 2-00-13 3-00-00 2 x 6 - - - - 4.24/12 2 x 4 4 J15 2.83/12 2-00-09 4-02-03 2 x 6 - - - - /' 4.24/12 2 x 4 4 J16 2.83/12 1-11-01 3-09-15 2 x 6 - - - - 6/12 4 J17 4/12 2-00-13 6-00-00 2 x 4 - - - - 6/12 4 J18 4/12 3-00-13 6-00-00 2 x 4 - - - - 6/12 2x4 14 J19 4/12 3-06-13 6-00-00 2 x 6 - - - - 141 6-11-06 1405.14 Ancillary Items QTY TYPE SIZE LENGTH LABEL 1 Hanger HGUS26-2 HGUS26-2 2 Hanger HGUS412 HGUS412 7 Hanger HHUS46 HHUS46 25 Hanger HTU26 HTU26 55 Hanger THA422 THA422 61 Hanger THA426 THA426 1 Hanger THAC422 THAC422 1@2-ply Rectangular EWP 1 3/4"x 24"2.0E EverEdgeT"LVL (2)20-00-00 BM1 1@2-ply Rectangular EWP onCENTER®LVL 2.0E 1 3/4"x 9 1/4" (2)6-00-00 BM10 1@2-ply Rectangular EWP onCENTER®LVL 2.0E 1 3/4"x 16" (2)10-00-00 BM11 1@2-ply Rectangular EWP onCENTER®LVL 2.0E 1 3/4"x 16" (2)22-00-00 BM12 1@4-ply Rectangular EWP onCENTER®LVL 2.0E 1 3/4"x 14" (4)24-00-00 BM13 1/6/2020 11:49:31 AM James Bratcher-JB7262 3 of 4 Job# J190511-1-R Customer: The Angelo Group Job: Sorensen Beach Residence Ancillary Items QTY TYPE SIZE LENGTH LABEL 1@2-ply Rectangular EWP 1 3/4"x 18"2.0E EverEdgeT"LVL (2)16-00-00 BM2 1@2-ply Rectangular EWP 1 3/4"x 14"2.0E EverEdge'.LVL (2)18-00-00 BM3 1@2-ply Rectangular EWP 1 3/4"x 24"2.0E EverEdge"'LVL (2)16-00-00 BM5 1@2-ply Rectangular EWP 1 3/4"x 24"2.0E EverEdge"'LVL (2)16-00-00 BM6 1@2-ply Rectangular EWP 1 3/4"x 9 1/4"2.0E EverEdgeT"LVL (2)8-00-00 BM7 1@2-ply Rectangular EWP 1 3/4"x 16"2.0E EverEdgeT"LVL (2)8-00-00 BM8 1@3-ply Rectangular EWP 1 3/4"x 16"2.0E EverEdgeT"LVL (3)18-00-00 BM9 3 Special Order Special Order Hanger HGUS414 1 Special Order Special Order Hanger HHGU5.50-SDS 1 Special Order Special Order Hanger HU416 6 Special Order Special Order Hanger HUC410 1 Special Order Special Order Hanger HUC412 1/6/2020 11:49:31 AM James Bratcher-JB7262 4 of 4