The URL can be used to link to this page

317 8TH ST - TRUSSES prior to installation. Otherwise, said claim will be denied. LOADING CRITERIA Roof Floor Top Chord Live Load 20.00 40.00 p.s.f. Top Chord Dead Load 7.00 10.00 p.8.f. Products Bottom Chord Live Load 0.00 0.00 p.s.f. Plies Net Qty LVL 2.0E 1 3/4"x 18" 2 2 Bottom Chord Dead Load 10.00 5.00 p.s.f. :i LVL 2.0E 1 3/4"x 18" 2 2 Total Load 37 55 p.a.t Duration Factor 1.26 11.00 Building Code FBC 2014 RES Wnd Standard ASCE 7-10 Wind Speed 132 m.p.h. Wind Usage RES.CAT II 33-10-00 Building Exposure D Q l Building Type Closed i 32-0400 { 1 �S NOTE kiLA m�Q 4 i 4 g y _� Cis the responsibility of the building designer or architect to Q, provide an appropriate connection for trusses to supporting rd structure per reactions shown on truss engineering.Special t, , considerations for mechanical equipment bt and/or medplumbing(and their connections)in truss space must be diagrammed by the builder an approved truss layout prior to fabricaton. A O, — ' Manning Building Supplies is a truss manufacturer whose 1 responsibilities are limited to those described in WTCA 1-1995 r. (sections 6.0 and 7.0).Accordingly.it disclaims any responsibilities far the the construction design,drawings. •• documents including the installation and bracing of trusses • A01 manufactured by Manning Budding Supplies. AO OWarning: A03 Conventional framing,erection and/or permanent bracing is not the responsibility of the truss designer,plate manufacturer,or buss manufacturer.Persons erecting trusses are cautioned to A04 seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection end permanent bracing which may be required in I A05 Ilr _ specific applications.See"Bracing wood trusses commentary and recommendations(BCSI 1-03)for further information. N A06 Trusses shall be installed in a straight end plumb position. ir_ - _ _ Where no sheathing is applied directly to the top and/or bottom III dards they shall be braced as specified on the engineered • design.Trusses shall be handled with reasonable care dating -- - erection to prevent damage or personal injury. S Soulendalms wlop .ronw 14411034.134 Iors" dada..n aa.. ii ear.e. aa.,.I. —d—_ _ a V aver — -Y 4 A06 ,: ORO. (2)2x leaders s w - - A0B By Others .borbe. .1 A09 erne !nine MO Irly Approved,asi. fUrWhim g .. {101 waoanua A09 MX an= MO sur"ar, 1-'"'.'m"./.1 .4 T 1--""--i Typical Truss End 1 1 ii I angineer of Record: r Luis A.�Pontigo FL PE#53311 ° I 420 Osceola Ave. -, LA11111 Jacksonville Beach,FL 32205 g = BOZ • • Ir Manning BuildingSupplies, INC. ,' ,1,55Philips Parkway56 E.■ , tJadrwnvile,FL 32256AI 1r Phone:(904)288-8225Fax:(904)280-2981CO1 a VJNW.MBS CORP.COM1I JAMRUSS®MBS-CORP.COM 17-01-14 111-00-00 4, 4-02-02 I _i Customer • 33,u oo Tidewater Hol es,LLC Job Name.. tTait c-Beads House LoVBOdSubtliv --- ---- 317 8th St Atlantic Beach,FL/ X ON-CENTER BLI-JOIST 15432....BLUELINX ON-CENTER RIMBOARD 15432 on J160506 All claims for error or defective material must be made within 5 days of receipt of goods and t 32-04-00 k $ k 13-00-00 1 17-02-00 f - .t , -ngth Product - ern 0 E - 001 _ BM1 14-00-00 onCENTE- I Li Truss Connector Total List A Manuf Product Qty Simpson HTU26 33 i6 . 02S119 1 ,Simpson THA422 26 !— R . e 7-1"-"f—jr—f---.C-1 aT—ice I I LL y — '02(8' .) Fly— d S S LL 1 o 04 1V LL ; n 6 i :=4t It- _ r—.._ _eee , Jr Ill . • •V $ e 046) a .c, F0 ) c+ , F011(5) — • , N C N 1 LL .a- 1� r, I , F1+(10) i_ a 0 1 i 1 i M LL 2" x 12" Framing By Others.,]; 4 v t 9 0 C J f— 12-09-00 19-07-00 _ } l-_ 32-04-00 _--- J . FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 15638....BLUELINX ON-CENTER-LVL 1899.31...BLUELIP mom wit Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Milek'' RE: J160506 - Tidewater - Atlantic Beach House - RC MiTek USA, Inc. 6904 Parke East Blvd. Site Information: Tampa, FL 33610-4115 Customer Info: Tidewater Homes, LLC Project Name: Atlantic Beach House Mode Lot/Block: Subdivision: Address: 317 8th St City: Atlantic Beach State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: Lou Pontigo & Associates, Inc. License #: 53311 Address: 420 Osceola Avenue City: Jacksonville Beach State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7-10 Wind Speed: 132 mph Roof Load: 37.0 psf Floor Load: 55.0 psf This package includes 41 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 'No. (Seal# Truss Name I Date 1 19875791 F01 111/15/16 18 T9875808 A02 111/15/16 12 119875792 1F02 1 11/15/16 119 1 T9875809 1A03 1 11/15/161 13 119875793 1 FO2A 1 11/15/16120 119875810 1A04 1 11/15/161 14 119875794 1F03 1 11/15/16 21 119875811 1A05 1 11/15/161 5 T9875795 F04 11/15/16 22 T9875812 A06 11/15/161 6 T9875796 F05 11/15/16 23 T9875813 A07 11/15/16 7 T9875797 F06 11/15/16 24 T9875814 A08 11/15/16 18 119875798 1 F07 1 11/15/16125 119875815 1A09 1 11/15/16 9 T9875799 F08 11/15/16126 T9875816 A10 11/15/16 j 110 119875800 I F09 1 11/15/16127 119875817 1A11 1 11/15/161 111 119875801 1F10 1 11/15/16128 119875818 1601 111/15/16 .. -..-_- .-- 12 T9875802 F11 11/15/16 29 T9875819 B02 111/15/16 113 119875803 1F12 1 11/15/16 130 119875820 1 B03 1 11/15/16 1 114 11-9875804 F13 11/15/16131 T9875821 C01_ j11/15/161 115 T9875805 1F14 11/15/16132 I T9875822 CO2 11/15/16 1 16 19875806 1F15 11/15/16 33 T9875823 001 1.1/15/16 i 17 119875807 1A01 1 11/15/16134 119875824 1 D02 11/15/16 �ttlirrrri The truss drawing(s)referenced above have been prepared by MiTek `��`P O,, 'I,,,� USA,Inc. under my direct supervision based on the parameters `,•- •e'.,\GENS.• Q ",,�' provided by Manning Building Supplies. Q• •• F ••,'L Truss Design Engineer's Name: ORegan, Philip 1 26 My license renewal date for the state of Florida is February 28,2017. : * 1 IMPORTANT NOTE: The seal on these truss component designs is a certification1:1STATE O F :. that the engineer named is licensed in the jurisdiction(s)identified and that the (V designs comply with ANSI/TPI 1. These designs are based upon parameters ., T•••.< O R `, .•'. . shown(e.g.,loads,supports,dimensions,shapes and design codes),which were 'i,F •.• t;4 given to MiTek. Any project specific information included is for MiTek's customers 1i sS'/ • � . % file reference purpose only,and was not taken into account in the preparation of - /i,)/O N A\- ,.0% these designs. MiTek has not independently verified the applicability of the design "r r u I I�' parameters or the designs for any particular building. Before use,the building designer Philip J.O'Regan PE No.58126 should verify applicability of design parameters and properly incorporate these designs MITek USA,Inc.FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 [hie: November 15,2016 ORegan, Philip 1 of 2 RE: J160506 - Tidewater - Atlantic Beach House - RC Site Information: Customer Info: Tidewater Homes, LLC Project Name: Atlantic Beach House Model: Lot/Block: Subdivision: Address: 317 8th St City: Atlantic Beach State: FL No. Seal# Truss Name Date 35 T9875825 J01 11/15/16 36 T9875826 J02 11/15/16 137 1T9875827 I J03 1 11/15/16 1 138 1T9875828 1J04 1 11/15/16 J COPY , 139 119875829 J05 1 11/15/16( 40 T9875830 MO1 11/15/16 41 ,T9875831 M02 11/15/16 2 of 2 Job Truss I Truss Type TOty Ply Tidewater-Atlantic Beach House-RC T9875791 J160506 F01 Floor Supported Gable 2 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:42:48 2016 Page 1 ID:dBNIsL9XRg81-LPEPgnMmZydo9k-fna7hVnkAeu3fXMoktlba9A3dTUbYer7HjdNBTyJ?Yb 0}1.8 0-1,8 Scale=1:31.3 3x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Y s a s s L. U �' Y s, 1 - - I - - - - j - 32 o • 'Tf i - Iii' 1i aro --___..._ ej..— e - - '�' - 0 8-__ _____ a 1! • 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x3= 3x3 3x3- 18-9-8 18-9-8 , Plate Offsets(X,Y)-- 131:0-1_8,0-0-12),(32:0-1-8,0-0-121 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress!nor YES WB 0.02 Horz(TL) 0.00 16 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:89 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(11al) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 18-9-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)30,16,29,28,27,26,25,24,23,22,21,20,19,18,17 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)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. 0 WARNING-Vivify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M!•7473 rov.10/032015 BEFORE USE. Design valid for use only with MitekS:connectors.itis design is based only upon parameters Shown,and Is for an Individual building component.notlilt a truss system.Before use,the bolding designer must verify the applicability of design parameters and properly Incorporate this design into the overall bolIndicated buckling design. Bracing Icated Is to preventbuckling of Individual truss web and/or chord members only.Additional temporary andMAC permanent bracing Is always required for stability and to prevent collapse with possible personal Inisay and property damage. For general guidance regarding the fabdcatkrn,storage,delivery,erection and bracing of Iniwes and tnrss systems,s OANSI/lPl1 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from truss Nate krsttule,218 N.Lee Street.Suite 312.Alexandrlu.VA 22314. Tampa.FL 33650 Job Truss I Truss Type I _____i.Oty Ply Tidewater-Atlantic Beach House-RC T9875792 J160506 F02 Floor 8 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:42:49 2016 Page 1 I D:dBNIsL9XRg81_LPEPgnMmZydo9k-7z8VuroMxyowGhx?Ibpg7Mj5QtdDHOvHW NMxkvyJ?Ya 0-1-8 II 1-3-0 i I— 1-9-8 _� 0-1.8 Scale=1:31.6 4x4= 4x4=_- 1.5x4 1.5x4= 3x5= 1.5x4 I 3x5= 1.5x4= 1 2 3 4 5 6 7 8 9 BEY p 21 y., • 0._..1 ' s • l/ 18 17 16 15 14 13 12 t i TjX�fp 5x5= 3x5= 1.5x4 I 3x5= 5x5= I 18-9-8 I 18-9-8 Plate Offsets(X,Y)-- [1:Edge,0-1-81,19:0-1-8,Edgel,120:0-1-8,0.0-121,121:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.23 13-14 >979 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(TL) -0.36 13-14 >625 360 BCLL 0.0 Rep Stress Incl YES WB 0.35 Horz(TL) 0.06 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:100 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1 D(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) 19=1014/0-5-0,10=1014/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-19=-1008/0,9-10=-1009/0,1-2=-909/0,2-3=-2256/0,3-4=-3073/0,4-5=-3400/0, 5-6=-3400/0,6-7=-3079/0,7-8=-2255/0,8-9=-909/0 BOT CHORD 17-18=0/1714,16-17=0/2772,15-16=0/3400,14-15=0/3400,13-14=0/3343,12-13=0/2778, 11-12=0/1712 WEBS 1-18=0/1250,2-18=-1197/0,2-17=0/807,3-17=-766/0,3-16=0/517,4-16=-663/0, 9-11=0/1251,8-11=-1193/0,8-12=0/807,7-12=-778/0,7-13=0/447,6-13=-397/0, 6-14=-214/439 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. � l V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M11-7473 rev.1003/2015 BEFORE USE. 11111 Design valid for use only with Mlleke connectors.This design is based only upon parameters shown.and Is for an Individual holding component,not a truss system.Before use.the bulking designer must verify the applicability of design parameters and property Incorporate Has 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 requked for stability and to prevent cdlapse with possible personal Injury and property damage. For general guidance regarding the 1(4111catkm.storage,delivery,erection and bracing of micas and miss systems,SoOANSI/1P11 Quality Criteria.DS8-89 and SCSI Butding Component 6904 Parke East Blvd. Safety information avmYabbe from truss Nate institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type rQty Ply Tidewater-Atlantic Beach House-RC I T9875793 'J160506 FO2A FLOOR8 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:42:50 2016 Page 1 ID:dBNIsL9XRg81..LPEPgnMmZydo9k-b9iu6Bp_iG8nurWBsIK3gaFHEH_10T60116UGMyJ?YZ 0.1-8 H I 1-3-0 1-6-0 { Scale=1:30.7 4x4= 1.5x4= 3x4= 1.5x4 II 3x4= 4x7= 1 2 3 4 5 6 7 8 9 s • • _/ \ / \ / o / ._ \ /_ • • /.4 4 • s 18 17 16 15 14 13 12 11 10 5x5= 3x4= 1.5x4 I I 3x4= 5x5= { 18-6-0 18-6-0 Plate Offsets(X,Y)-- 11:Edge,0-1-81,19:0-3-0,Edge1,120:0-1-8,0-0-121 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.20 13-14 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.78 Vert(TL) -0.32 13-14 >680 360 BCLL 0.0 Rep Stress Inca YES WB 0.36 Horz(TL) 0.06 10 n/a n/a BCDL 5.0 ) Code FBC2014/TPI2007 Matrix-SH Weight:100 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.1D(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) 19=998/0-3-8,10=1004/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-19=-992/0,9-10=-998/0,1-2=-893/0,2-3=-2212/0,3-4=-2998/0,4-5=-3300/0, 5-6=-3300/0,6-7=-3004/0,7-8=-2211/0,8-9=-892/0 BOT CHORD 17-18=0/1683,16-17=0/2714,15-16=0/3300,14-15=0/3300,13-14=0/3257,12-13=0/2718, 11-12=0/1683 WEBS 1-18=0/1228,2-18=-1174/0,2-17=0/786,3-17=-747/0,3-16=0/489,4-16=-611/0, 9-11=0/1261,8-11=-1177/0,8-12=0/784,7-12=-754/0,7-13=0/425,6-13=-376/0, 6-14=-223/401 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise Indicated. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 sirongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. A WARNING-Willy design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7477 rev.10/0312015 BEFORE USE. NI Design valki for use only with MiTokn connectors.Ibis design Is based only upon parameters shown,and Is for an individual building component.not a truss system.before use,the IwNdkng designer must verily the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Indtvkival truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stabltly and to prevent collapse with possible personal injury and property damage. For general guidance regadng the 6904 Parke East Blvd.latxbatkxn,smuggle,delfvery,enation and bracing of trusses and tam sysinms.S nANSI/WPI l Quality Criteria.DSB-89 and BCSI Binding Component Safely Information(w lk:A.4e horn Inns Rae Institute.218 N.Lee Street.Suite 312 Alexia Kaki,VA 22314. Tampa.FL 33610 Job Truss Truss Type .Oty Ply Tidewater-Atlantic Beach House-RC T9875794 J160506 F03 GABLE 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MITek Industries,Inc. Tue Nov 15 07:42:51 2016 Page 1 ID:dBNIsL9XRg81_LPEPgnMmZydo9k-3MGGJW pdTZGeW?5NPOrICnoZyhVKI_cazhrl ooyJ?YY Scale=1:28.2 3x6= 3)1311 1 2 3 4 5 6 7 8 9 10 11 12 13 14 \:1_ • •• •• •• • ••, _ o ............•Mi...............-•!..N. .!.!.!.!.!.!.!.;i i i i i:i i i i i i i i5 i i 5!;i i i i i i i5 i!•5!•!444••it• i••i!•i i!••it ti•••Mi....i..•...u.•......i.•........•..!•!..•iW••5.••55 i•i5!i i555 i 5. 28 27 26 25 24 23 22 21 20 19 18 17 16 15 3x3 ! 3x3— 3x3 I! 1-4-0 2-8-0 4-0-0 5-4-0 6-8-0 8-0-0 9-4-0 10-8-0 12-0-0 13.4.0 14-8-0 16-0-0 16-11-0 1-4-0 i 1-4-0 i 1-4-0 1-4-0 i 1-4-0 I 1-4-0 i 1-4-0 i 1-4-0 1-4-0 l 1-4-0 I 1-4-0 l 1-4-0 t 0-11-0 t LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud 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(TL) n/a - rta 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) -0.00 27 rVa n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:82 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 16-11-0. (lb)- Max Gray All reactions 250 lb or less at joint(s)28,15,27,26,25,24,23,22,21,20,19,18,17,16 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. A WARNING-Verily design psremotors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0.7473 rev.10/032015 BEFORE USE. NIB Design valid for use only with Milek4 connectors.Ills design Is based only upon parameters shown.and Is for an Indivktual building component.not a truss system.Before use,the bxrNding designer must verify the applicability of design parameters and property Incorporate his design Into the overall building design. Bracing Indicated Is to prevent buckling of kxllvldual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with pale personal Yyuy and properly damage. For general{iddance regarding the tabicalk n,storage,delivery.enediol and Iracing of huwr.and trim systems,sonANSI/TPIl Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Irrormalbon OVsikAAe 1101i bust Plate Institute.218 N.Lee Street.Suite 312.Alexondlta,VA 22314. j Tarrpa-FL 33610 Job Truss I Truss Type 'Qty Ply Tidewater-Atlantic Beach House-RC T9875795 J160506 F04 j Floor 6 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MITek Industries,Inc. Tue Nov 15 07:42:52 2016 Page 1 ID:dBNIsL9XRg81_LPEPgnMrnZydo9k-XYgeXsgF EtOU88gazjNXl?Lf74k1 UPMjC LbbKEyJ?YX 1-3-0 1-3-0I 1.3.0 I 20.8 H 1.3 0 I ' 1-1-12 Scale=1:28.2 3x6= 1.5x4 I, 1.5x4 II 3x6= 3x6=-- 1 x6=1 2 3 4 5 6 7 8 9 • • .. Q , / / \ / \ • • i • 19 18 17 16 14 13 12 11 g I 7-8-0 7 -4 17-2-8 7-8-0 0-6-4 9-6-4 LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell L/d PLATES GRIP TCLL 40.0 � Plate Grip DOL 1.00 TC 0.44 Vert(LL) -0.06 17-18 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.49 Vert(TL) -0.09 17-18 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.02 10 r/a n/a BCDL 5.0 Code FBC2014/TPI2007 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) 19.466/Mechanical,10=559/0-3-8,15=840/0-3-8 Max Gray 19=483(LC 3),10=568(LC 7),15=846(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-19=-485/0,9-10=-563/0,1-2=-379/0,2-3=-731/0,3-4=-731/0,4-5=-731/0,5-6=-687/0,6-7=-1033/0,7-8=-952/0, 8-9=-431/0 BOT CHORD 17-18=0/683,16-17=0/731,15-16=0/371,14-15=0/371,13-14=0/967,12-13=0/1080,11-12=0/804 WEBS 5-15=-871/0,1-18=0/535,2-18=-453/0,5-16=0/516,4-16=-270/0,5-14=0/552,6-14=-500/0,8.11=-582/0, 9-11=0/635 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3.10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. L � 0 WARNING-Welty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MlI-7473 rev.10W3/2015 BEFORE USE. 1' Design valid for use only with Mitchel':connectors.this design Is dosed only upon parameters shown.and is for an individual building component.not a truss system.Before use,the txlkIng designer must verify the applicability of design parameters and properly kx:<rixxoto this design into the overall building design. Bracing kxAcated is to prevent buckling of Individual Buss web and/or chord members only. Additional temporary and permanent tracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and properly damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses/Ind truss systems,seeANSt/TPI1 Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avulkAble horn buns Plate Institute.2 W N.Lee Sheet Suite 312.NexrxrAlu.VA 22314. j Tampa,FL 33610 Job Truss Truss Type • —'Qty Ply Tidewater-Atlantic Beach House-RC T9875796 J160506 F05 Floor 4 1 _ j Job Reference(optional)___ Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:42:52 2016 Page 1 ID:dBNIsL9XRg81 LPEPgnMmZydo9k-XYgeXsgFEtOU88gazjNXl?Lcc4hIUNBjCLbbKEyJ?YX 1 130 I I 190 I 0-11-8 Scale=1:29.1 4x4= 1.5x4 I 1.5x4 II 3x3= 3x3= 3x3= 3x4= 4x7= 14x7= 2 3 4 5 6 7 8 9 e 9 • A -^/ /i ♦ s • Y • m1 s e ° ld 17 16 1s 14 13 12 11 10 3x6 II 4x7 I' 4x7 11 3x6 II 3x6 11 3x6 11 3x6 I 4x7 I 3x6 II 1 17-2-8 1t -6i0 17-2.8 Plate Offsets(X,Y)-- [1:Edge,0-1-81,[9:0-3-0,Edge1,[16:0-3.0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) -0.19 14-15 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.70 Vert(TL) -0.30 14-15 >684 360 BCLL 0.0 Rep Stress lncr YES WB 0.32 Horz(TL) 0.02 10 rl/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH _ Weight:116 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1 D(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=933/0-3-8,10=933/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-852/0,1-2=-775/0,2-3=-2429/0,3-4=-2429/0,4-5=-2429/0,5-6=-3031/0,6-7=-2717/0,7-8=-1982/0, 8-9=-683/0,9-10=-919/0 BOT CHORD 16-17=0/1674,15-16=0/2429,14-15=0/2867,13-14=0/2994,12-13=0/2466,11-12=0/1461 WEBS 1-17=0/1071,2-17=-1305/0,2-16=0/1130,3-16=-261/0,9-11=0/1073,8-11=-1129/0,8-12=0/754,7-12=-702/0, 7-13=0/364,6-13=-401/0,5-14=-29/304,5.15=-696/0 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. a WARNING•Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*11-7473 rev.10g32015 BEFORE USE. lig Design valid for use only with MI felon connectors.his design Is based only upon parameters shown.and Is for an individual building component,not a truss system.Before use.the building designer must verily the applicability 01 design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of hdlvldual truss web and/or chord members only. Additional temporary and permanent tracing MiTek• Is always required for stability and to prevent cdlapse with possible personal Injury and property damage. For general guidance regarding the Inhrtcatksn storage,delivery,erection and hewing of treses and truss systems,s rsANSl/IPl1 Quality Crterla,068-89 and SCSI Building Component 6904 Parke East Blvd. Safety Iniormulon available twin Truss Nate Institute.216 N.Lee Street.Suite 312.AlexurnLlo.VA 22314. Tampa.FL 33610 Job Truss Truss Type Ory Ply Tidewater-Atlantic Beach House-RC T9875797 J160506 F06 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:42:53 2016 Page 1 ID:dBNIsL9XRg81_LPEPgnMmZydo9k-?k00kCrt?BW LIIFmXQumHCtroU60DshsR?K8thyJ?YW 1-3-01 l 1.10.4 I 1-1-0--+__1-1 0-- _1-1-0 i i 1-1-7 I 1-1-7 1 1 7 Scale=1:28.2 3x6= 1.5x4 I. 1.5x4 II 3x6= 3x6= 1 2 3 4 5 6 7 8 9 10 • r \ / 7 IlIlOW\ /••M cb /A. - e r 19 18 17 16 14e. 12 11 3x6= 3x6= 9-11-12 13-5-12 17-2-8 17.6,0 9.11.12 3-6-0 3-8-12 3-133 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.38 Vert(LL) -0.04 18-19 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.35 Vert(TL) -0.06 18-19 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.01 11 rVa n/a BCDL 5.0 ; Code FBC2014/TPI2007 Matrix-SH Weight:100 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)*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 10-11:2x4 SP No.2 P(flat) REACTIONS. All bearings 0-3-8 except(jt=length)11=Mechanical. (Ib)- Max Gray All reactions 250 lb or less at joint(s)11 except 20=504(LC 5),15=868(LC 12),13=468(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=-503/0,1-2=-395/0,2-3=-811/0,3-4=-811/0,4.5=-811/0,5-6=-287/15 BOT CHORD 18-19=0/725,17-18=0/811,16-17=0/588,15-16=-408/57,14-15=-409/56 WEBS 6-15=-851/0,8-13=-309/0,1-19=0/559,2-19=-489/0,6-16=0/614,5-16=-579/0, 5-17=0/352 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Lumber designated with a"P"is pressure-treated with preservatives.Plate lateral resistance values have been reduced 20%where used in this lumber.Plates should be protected from corrosion per the recommendation of the treatment company.Borate or other suitable treatment may be used if it does not corrode the plates.If ACO,CBA,or CA-B treated lumber is used,improved corrosion protection is required,and G185 galvanized plates may be used with this design.Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 4)Refer to girder(s)for truss to truss connections. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. ) 4 I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MlI-7473 ray.10N3r2015 BEFORE USE. NI Design valid for use only with MI Iek1>connectors.Ns design Is txrxxi only ufxrn parameters shown.and Is for an IndMdual building component not a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design Into the overall ST building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Addtlond temporary and permanent bracing Week' Is always required for stability and to prevent collapse with possible personal Wry and properly damage. For general guidance regarding the fabrication,storage.delNcxy,erection and bracing of tonnes and truss systems,SeeANSI/TPI1 Qualify Criteria.DSB-06904 Parke East Blvd. 9 and SCSI Building Component Tampa.FL Eas336t 0 ISafely Information available hurl'Huss Nate instiute.218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Job Truss Truss Type ~Qty Ply Tidewater-Atlantic Beach House-RC T9875798 J160506 F07 Floor 5 1 Job Reference(optional) I Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:42:54 2016 Page 1 ID:dBNIsL9XRg81 LPEPgnMmZydo9k-TxyOyYsVmUeCNSgy58P?qQQ?5uSPyJzOgf4iP7yJ?YV I 1.3.0 I 1-t0-8 I OF:48 Scale=1:16.7 1.5x4 II 1.5x4 1 1.5x4= 1 3x6= 2 3 4 5 6 • • •l 113 . /17-1 ,. °N.-- - i i • i • it 10 9 8 10-1-8 i 10-1-8 Plate Offsets(X,Y)-- (13:0-1-8,0-0.12) LOADING (psi) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.04 8-9 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.37 Vert(TL) -0.06 8-9 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.17 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight 57 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) 12=543/0-3-4,7=537/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-538/0,6-7=-533/0,1-2=-430/0,2-3=-950/0,3-4=-950/0,4-5=-950/0,5-6=-431/0 BOT CHORD 10-11=0/800,9-10=0/950,8-9=0/798 WEBS 1-11=0/608,2-11=-551/0,2-10=0/350,6-8=0/589,5-8=-545/0,5-9=0/351 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. � I A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M#-7473 rev.1003/2015 BEFORE USE Design valid for use only with Weld)connectors.This design is based only upon parameters shown.andIs for an Individual building not - a truss system.Before use.the building g die$igndr must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of indfvkiudi truss web and/or chord members only.Additional tempxxay a d permanent bracing MiTek' Is always required for stability and to prevent collapse with posstle personal Irsiury and property damage. For general guidance regarding the fabrk atkn.storage,delivery,erection and bracing of pusses and truss systems.amANSI/TPI l Qualy Criteria.DSB-89 and SCSI Building Component 6904 Parke East Bird. Safely Information uvaiiable horn truss Nae Institute.2113 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type 'Oty Ply Tidewater-Atlantic Beach House-RC T9875799 J160506 F08 Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:42:55 2016 Page 1 ID:dBNIsL9XRg81-LPEPgnMmZydo9k-y7W n9ut7W om3?cP9erwENdzF_ItFhob9uJpFxZy`J�?YU 0-118 Ortg Scale=1:16.7 1 — 2 3 45 6 7 8 9 1 • • q a o a o • le • s 1 \ - - - - L - I —:11 e • 9 e ..-, e e :•::•.::::::* O.:•.: .•:•O.:•:::•.•.:•:: :•.•.:•.•.❖.•.❖.:❖.❖:•.❖.•.•.❖.•.•.❖.•.❖.•.•.❖:•.•.•.:•.•.❖.:❖.•.•.:❖:.:::: ti:::•:::.• .•.•.❖.•.❖.•.•:•::•:: .;.•.•:K;:.❖.•..;:;:;* 18 17 16 15 14 13 12 11 10 3x3- 3x3- 3x3= 10-1-8 10-1-8 Plate Offsets(X,Y)-- [19:0-1-8,0-0-121,[20:0-1-8,0-0-121 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud 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(TL) n/a - Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 10 n/a n/a BCDL 5.0 j Code FBC2014/TPI2007 Matrix-SH i Weight:52 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 10-1-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)18,10,17,16,15,14,13,12,11 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. r 1 f A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 ray.10V03/20I5 BEFORE USE. 12. DesIgn vdld for use only with MI Iok8 connectors.this design Is based only upon parameters shown,and Is for an individual txrlding component.not a truss system.Before use-the!winding designer must verify the lceb lity 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 ant bracing Milek• Is always regaled for stability and to prevent collapse with possbie personal Friary and property damage. for general guidance regarding the (c vic:diem storage.delNery,erection and deicing of Brines and truss systems seeANSI/1P11 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely•aformallon available horn InaSS Nate institute,2115 N.Lee Sheet.State 312,Alexardrko.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Tidewater-Atlantic Beach House-RC T9875800 J160506 F09 FLOOR SUPPORTED GABL 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:42:55 2016 Page 1 ID:dBNIsL9XRg81_LPEPgnMmZydo9k-y7W n9ut7W om3?cP9erwENdzFoltThol9uJpFxZyJ?YU r 1-2-3 0-10-11 1 3x6= 2 1.5x4 i 3 3x3= 4 3x3 I Scale=1:10.3 1111 EMI - am■■ Ewe =Elk 0 3x5= M. 6 5 II 3x6_ 3-10-8 3-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (los) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) -0.00 6 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.06 Vert(TL) -0.00 5-6 >999 360 BOLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:28lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-10-8 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) 7=199/0-3-8,5=199/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 3) Refer to girder(s)for truss to truss connections. 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. tmg A WARNING-VaNy design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10103/2015 BEFORE USE. Design valid for use only with Mileld connectors.This design Is txsstxt only upon parameters shown-and Is lot an individual building Component not a truss system.Before use,the building designer must verify the appllcabliy of design parameters and properly incorporate Bits design Into the overall btldng design. Bracing Indicated Is to prevent buckling of Ind lvldual truss web and/or chord members only. Addi add temporary and permanent bracing MiTek" Is always required to stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fatrk:attnn storage,delivery,erection and bracing of trusses and truss systems.s sANSt/lPtt Qualify Criteria.05849 and BCSI Building Component 6904 Parke East Blvd. Soley information available horn Iran Plate Institute.218 N.Lee Street.Suite 312.PJexclydda,VA 22314. Tampa.FL 33610 Job Truss Truss Type 4Oty Ply Tidewater-Atlantic Beach House-RC T9875801 J160506 F10 Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 S Apr 202016 MiTek Industries,Inc. Tue Nov 15 07:42:56 2016 Page 1 ID:dBNIsL9XRg81_LPEPgnMmZydo9k-QJ39MEtlH6uwcm_LCZRTvrVQmiDIOFJJ7zZoT?yJ?YT 1-0-11 I 1 3x6= 2 1.5x4 11 3 3x3= 4 3x3 I I Scale=1:10.3 • 1 3x5=6 3x3 II 3x6= 3-9-8 3-9-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) -0.00 6 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.06 Vert(TL) -0.01 5-6 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 5 rVa n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:28 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-9-8 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) 7=195/0-3-8,5=195/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 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. MUM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 4M-7473 rev.1010312015 BEFORE USE Design valid tot use only with MIIoIrt)connectors.this design Is based only upon parameters shown-and Is for an hxdivkival building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly kscolxxate this design Into the overall br1ca g design. Bracing Indicated Lt to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always requked for stability and to prevent collapse with possble personal injury and property damage. For general guidance regatllrig the 6904 Parke East Blvd.fnbric:ntkxn,storage.delkerya e .erection(Ind bracing of Mimes and trust systems.seeANSI/1PI1 Quality Criteria.DSB-89 and SCSI Bulking Component Safely Information available Bore truss Plate institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type *Qty Ply Tidewater-Atlantic Beach House-RC T9875802 J160506 F11 GABLE 1 1 , Job Reference(optional) _ Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:42:59 2016 Page 1 ID:dBNIsL9XRg81_LPEPgnMmZydo9k-qu1H?Gwea1 HVTDiwth?AXT7mJvAPdTXIpxnT4KyJ?YQ 0.1.8 0-11-8 0-1 9.10 0-9-10 1-1-12 1-2-8 0-1-8 0.1 8 0.1-8 0-1-8 0-1 8 0.1-8 0-1.8 0-1-8 0-1-8 0-1 8 0-'111-8 01118 K� i F--i I 11 I K F n Scale=1:34.4 3x6 FP- 3x6 FP= 1.5x4= 5x5= 5x5= 3x6 I1 3x6 11 7x10= 6x6= 6x6= 6x6= 6x6= 6x6= 1.5x4 I I 6x6= 6x6= 6x6= 6x6= 6x6= 6x8= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 • Pi I JUAN In IIS Irl.. .r. :.. .rrAlli/i II II 33 32 ...........: ........ ... l:lel:l.. ... .... .... . ..........._........ ... .... ..................... ..............................._..............................�............. ....... .......... Sx5— 4x4 I 6x6— 3x4= 3x5 — 5x5= 3x6 FP- 1 1-1-6 1 2-1-4 I 3-5-4 i 4-9-4 j 6-1-4 I 7-5-4 i 8-9-4 1 10-1-4 I 11-5-4 1 12-9-4 i 14-1-4 . 15-5-4 i 16-9-4 i 18-1-4 , 19-5-4 { 20-8-8 i 1.1-6 0-11-14 1-4-0 1-4-0 1-4-0 1-4-0 1.4-0 1.4.0 1-4-0 1-4-0 1-4-0 1-4-0 1.4.0 1-4-0 1.4.0 1-3-4 Plate Offsets(X,Y)-- [1:0-1-8,0-0-8],[4:0-2-7,Edgej,[5:0-2-8,Edge),[6:0-2-7,Edgel,[7:0-2-7,Edgel,[8:0-2-7,Edgel,[9:0-2-7,Edgej,(10:0-2-7,Edge),[11:0-2-7,Edge],[12:0-2-7 ,Edge/,[13:0-1-12,Edgel,[14:0.2-7,Edgel,[15:0-2-7,Edgel,116:0-3-0,Edgel,[18:0-1-8,Edgel,[28:0.1-8,Edgel,[30:0-1.8,Edgel -- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) 0.00 30-31 >999 480 MT20 244/190 TCDL 10.0Lumber DOL 1.00 I BC 0.32 Vert(TL) 0.00 30-31 >999 360 BCLL 0.0Rep Stress Incr NO WB 0.60 Horz(TL) 0.02 20 1Va n/a BCDL 5.0 Code FBC2014/TPI2007 I Matrix-SH I Weight:164 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 purtins, 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. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 18-9-0. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)except 30=-i538(LC 1),18=-1304(LC 4) Max Gray All reactions 250 lb or less at joint(s)except 17=1574(LC 4),17=1501(LC 1),31=2944(LC 1),29=528(LC 4),28=648(LC 1),27=668(LC 1),26=637(LC 4),25=495(LC 1),24=2053(LC 1),23=481(LC 4),22=681(LC 1), 21=607(LC 1),20=655(LC 4),19=600(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 16-17=-1570/0,3-4=-1058/0,4-5=-588/0,6-7=0/718,7-8=0/1290,8-9=0/1733, 9-10=0/2712,10-11=0/1715,11-12=0/1291,12-13=0/676,14-15=-550/0,15-16=-1087/0 BOT CHORD 31-32=-616/0,30-31=-607/0,29-30=0/1058,28-29=0/588,26-27=-718/0,25-26=-1290/0, 24-25=-1733/0,23-24=-1715/0,22-23=-1291/0,21-22=-676/0,19-20=0/550, 18-19=0/1087 WEBS 3-31=-2882/0,1-32=-305/0,3-32=0/735,3-30=0/2119,4-29=-694/0,16-18=0/1708, 15-19=-797/0,5-28=-907/0,6-27=-890/0,14-20=-873/0,13-21=-827/0,2-32=-382/59, 7-26=-848/0,8-25=-655/0,9-24=-1420/0,10-24=-1432/0,11-23=-635/0,12-22=-908/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Gable studs spaced at 1-4-0 oc. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1538 lb uplift at joint 30 and 1304 lb uplift at joint 18. 5)This truss has large uplift reaction(s)from gravity load case(s)0 Joints{30)and{18).Proper connection is required to secure truss against upward movement at the bearings.Building designer must provide for uplift reactions indicated. 6)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. 7)CAUTION,Do not erect truss backwards. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Ven:17-33=-10,1-16=-462(F=-362) V WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIF7073 rev.10/03/2015 BEFORE USE. fill Design valid for use only with MIIekSJ connectors.this design is based only upon parameters shown-and Is for an Indlvktual building component,not a truss system.Before use,the Iwildng designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of krdvtdual truss web and/or chord members only.Additional temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. ror general guidance regarding the fatxlr..ation,storage,delNwY,erection and bracing of trusses and tars systems,vsoANSI/1PI1 Quality Criteria.DSB-89 and SCSI SuNding Component 6904 Parke East Blvd. Sddy Information available asrn Truss Nate Institute.218 N.Lee Street.Suite 312 Aiexandrkr,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Tidewater-Atlantic Beach House-RC 19875803 J160506 F12 Floor i 6 1 i__ I Job Reference Loptional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:43:00 2016 Page 1 ID:dBNIsL9XRg81_LPEPgnMmZydo9k-15JgCbwGLKPM5NH6RPW P3hgyZJLOM_Qu2bXOcnyJ?YP 0-1-8 H10-10-410-10-41 I 1.0- r—__>-s-o_—_. Scale=1:35.1 3x3= 3x4 1.5x4= 4x10= 4x4= 3x3= 3x3= 3x3— 1.5x4 II 3x6 FP= 3x4= 4x7= 1 2 3 4 5 6 7 8 9 10 11 26 / \ \__. v4/ .; . \ c • , ..) • --m-- Nr/ eil 0 , s • A I— d 25 24 0 22 21 20 19 18 17 16 15 14 13 12 6x6= 3x6 FP= 4x7 I 3x6 FP= 6x6= 6x6= I 1-11-8 2-1,-0 20-8-8 i 1-11-8 0-ill-8 18-7-8 Plate Offsets(X,Y)-- [11:0-3-0,Edge),[26:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) -0.22 17-18 >996 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(TL) -0.33 17-18 >674 360 BCLL 0.0 Rep Stress!nor NO WB 0.37 Horz(TL) 0.04 12 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SHL Weight:142 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-9-4 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) 23=1761/0-5-8,12=958/Mechanical Max Gray 23=1761(LC 1),12=1001(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 11-12=-997/0,1-2=0/398,2-3=-736/505,3-4=-2166/15,4-5=-3048/0,5-6=-3426/0, 6-7=-3302/0,7-8=-3302/0,8-10=-2265/0,10-11=-936/0 BOT CHORD 23-24=-792/0,21-23=-786/0,20-21=-241/1579,19-20=0/2720,18-19=0/3370, 17-18=0/3302,16-17=0/3302,15-16=0/2845,13-15=0/1745 WEBS 2-23=-1618/0,1-24=-694/0,2-24=0/657,11-13=0/1294,10-13=-1174/0,10-15=0/754, 8-15=-841/0,8-16=0/790,2-21=0/1277,3-21=-1272/0,3-20=0/916,4-20=-867/0, 4-19=0/533,5-19=-520/0,5-18=-40/324,6-18=-397/407,6-17=-451/137 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x6 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)475 lb down at 0-2-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-25=-10,1-11=-100 Concentrated Loads(lb) Vert:1=-475(F) 1 A WARNING•Vsrlly dealgn param nus and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI-7473 rev.10103/2015 BEFORE USE. mit Design valid for use only with MItelr connectors.INs design Is based only upon parameters eters shown,and is for an individual bolding component.not a truss system.Before use,the building designer must verify the appllcabillN of design parameters and properly klcorporate this design Into the overall building design. Bracing indicated Is to prevent budding of Individual truss web and/or chord members only.Additbnai temporary and permanent bracing MiTek" Is always required to stclrlltty and to prevent collapse with possible personal Inky and property damage. for general guidance regarding the fabrication,storage,dcstNery,erection aped bracing of homes and truss systems,seeANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. 1 Safely!Nome:Nen avollatle here Truss Hate InstItute,218 N.Lee Sheet.Suite 312.Alexarrdrla.VA 22314. j Tampa.FL 33610 Job Truss Truss Type Qty I Ply Tidewater-Atlantic Beach House-RC T9875804 J160506 F13 GABLE 1 1 i Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:43:01 2016 Page 1 ID:dBNIsL9XRg81_LPEPgnMmZydo9k-mHt2Qxxu6eXDjXsl?61 ecuC7ujv65SS2HFGZ9DyJ?YO 0-1-8 F_; I,__ 0-10-6 I 1-1-12 Scale=1:16.7 3x6 I 6x8= 3x3= 3x3= 3x3= 3x3= 3x3= 3x6 II 1 2 3 • • • o w s • • &hi. '-- _ O 4 • 71\\ ___. 11 10 3x3= 3x3= ........•..... ....................w.......w.......w. ..c.......cca.......w.........c.....................!.....!.....!!............ 3x3 II 4x4= 3x3 II 1 2-1-4 1 3-5-4 4-9-4 1 6-1-4 I 7-5-4 1 8-9-4 19.1.8 1 2-1-4 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 0 4-4 Plate Offsets(X,Y)-- 11:0-1-8,0-0-81,18:0-1-8,Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.76 Vert(LL) 0.00 8-9 >999 480 i MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.11 Vert(TL) 0.00 8-9 >999 360 BCLL 0.0 Rep Stress lncr NO WB 0.32 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 I Code FBC2014/TPI2007 Matrix-SH 1 Weight:65 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 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 10-0-0 oc bracing, Except: OTHERS 2x4 SP No.2(tlat) 6-0-0 oc bracing:9-10,8-9. REACTIONS. All bearings 7-2-0. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)except 8=-807(LC 3) Max Gray All reactions 250 lb or less at joint(s)8,7,6,5 except 4=284(LC 4),4=281(LC 1),9=1643(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-278/0,1-2=-57/400 BOT CHORD 9-10=-781/112,8-9=-775/113 WEBS 2-9=-1607/0,1-10=-654/98,2-10=-86/635,2-8=-163/1117 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3)Gable studs spaced at 1-4-0 oc. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 807 lb uplift at joint 8. 5) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)475 lb down at 0-1-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). • LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:4-11=-10,1-3=-100 Concentrated Loads(Ib) Vert:1=-475(F) t r A WARNING-Wally design param.Mrs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 raw.10103/1015 BEFORE USE Nit Design wild for use only with MllekSl connectors.Itis design is t.-.iso d only upon parameters shown,and Is for an individual txAding component,not a Puss system.Before use,the founding designer must verify the applicability of design parameters and properly incorporate this design Into the overall briding design. tracing 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 pxmt.rle personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and txooing of tomes and truss systems,..ANSI/TPIl Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information uvcSlWiW horn hiss Mate institute,218 N.Lee Street,Sure 312.Alexandria,VA 22314. j Tampa.FL 33610 i Job I Truss Truss Type Oty Ply Tidewater-Atlantic Beach House-RC T9875805 J160506 F14 Floor 110 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:43:02 2016 Page 1 ID:dBNIsL9XRg81_LPEPgnMmZydo9k-ETRQdHyWtyf4KhRVZpYt961Jr659gwCBVv07htyJ?YN i 1-3-0 1 I— 1-7-0 —i Scale.1:20.1 1.5x4 I I 1.5x4 II 3x6= 1 - 2 3 4 5 6 7 • • • • a • 0 ./ \ - i-• NNE • , ' 13 12 11 10 9 _ 3x4= 3x4= I 12-4-0 i 12-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell lid 1 PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL) -0.11 10-11 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(TL) -0.17 10-11 >873 360 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.02 8 rVa n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:69 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) 14=665/0-5-8,8=665/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-648/0,7-8=-656/0,1-2=-536/0,2.3.-1378/0,3-4=-1378/0,4-5=-1378/0,5-6=-1267/0,6-7=-551/0 BOT CHORD 12-13=0/1036,11-12=0/1378,10-11=0/1439,9-10=0/1043 WEBS 7-9=0/779,6-9=-731/0,6-10=0/334,5-10=-255/0,1-13=0/757,2-13=-744/0,2-12=0/595,3-12=-297/0 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. mit ©WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7073 rev.IGA312015 BEFORE USE. Design valid for use only with Milekt.connectors.this design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collcpse with possible personal Ir>f xy and property damage. For general guidance regarding the fabrication,storage,deliveryerection and bracing of husses and tr uw systems,SeeANSI/IPI1 Quality Criteria,05849 and BCSI Building Component 6904 Parke East Blvd. Solely Inlormalion avant..a 110414 muss Plate Institute,218 N.Lee Street,Stile 311.Alexaidk,,VA 22314. Tampa.FL 33610 Job Truss Truss Type r 0ty Ply Tidewater-Atlantic Beach House-RC T9875806 J160506 F15 Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:43:03 2016 Page 1 I D:dBNIsL9XRg81_LPE PgnMmZydo9k-jg_ogdz8eFnxyr0h6X36hJIdyW c7ZOaLkZigD5yJ?YM 01118 011 8 Scale=1:19.9 13x3= 2 34 5 6 7 8 9 10 2 i 'I 221 k_ L7.7. ,,r7 1_ __ . 4 0 . ••••••••• •••• • •••••••••••••••• :::;:;:::;:;:::'i•i!:1*:•:::::::::1::::::::::::::::iii:::::`:;:::i:;::;:i:iO;i4;:O`i;::::::::::•i•=•::•:`X+:•:•: i•i:•*:":•:is::::::::i::::;:':•::i 20 19 18 17 16 15 14 13 12 11 3x3= 3x3- 3x3= 12-0-8 I ' 12-0-8 Plate Offsets(X,Y)-- 121:0-1-8,0-0-12),[22:0-1-8,0-0-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - ria 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.02 Horz(TL) 0.00 11 rola n/a BCDL 5.0 Code FBC2014/TP12007 L Matrix-SH _ _L Weight:60 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 12-0-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)20,11,19,18,17,16,15,14,13,12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)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 sirongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. a WARNING-Verity doalgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/032015 BEFORE USE. pit Design valid for use only with MI1elri connectors.This design Is bard only upon parameters stern.and Is for an Individual holding component.not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall txlding design. Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MITE** Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the 6904 Parke East Blvd.tahrlcatksn.storage.delNep.erection and tracing cce of tnrs and trim systems.v rANSI/1'PI l Quality Criteria,DSB-89 and BCSI Building Component Sd•ty Information available Irons truss Flute Institute.218 N.Lee Street.Suite 312.AlexaiUda VA 22314. Tampa,FL 33610 Job Truss I Truss Type "Qty Ply Tidewater-Atlantic Beach House-RC T9875807 J160506 A01 HIP 1 , _ 2 Job Reference(optional) Manning Building Supplies. Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries.Inc. Tue Nov 15 07:42:30 2016 Page 1 1 ID:dBNIsL9XRg81_LPEPgnMmZydo9k-AJVKvLZSP6dcVm_LhSzNsMQ1DDYLQgU8wGQZWyJ?Yt 1-4-0 3-10-6 I 7-0-0 1 11-7-14 16-2-0 20-8-2 l 25-4-0 28-5-10 I 32-4-0 33-8-0 '1.4.0 3-10-6 3-1-10 4-7-14 4-6-2 4-6-2 4-7-14 3-1-10 3-10-6 '1-4-0 Scale=1:66.5 NAILED Special NAILED NAILED 4x7= Special NAILED NAILED NAILED 1.5x4 I! NAILED NAILED NAILED 4x7- 6.0012 4 25 26 275 28 29 6 30 31 7 32 33 34 8 no ii „ an an 'i n1 an u n 3 9 Z7 NN 2 10 rs d 1 w a1 nn nn nn r 111 1n `rna nn 11 1 18 17 35 3616 37 38 15 39 40 144142 13 12 3x5= 2x4 II Special NAILED NAILED NAILED 8x8= NAILED NAILED NAILED Special 2x4 I 3x5= NAILED NAILED NAILED I 3-10-6 { 7-1-12 I 11-7-14 i 16-2-0 20-8-2 25-2-4 I 28-5-10 I 32-4-0 3-10-6 3-3-6 4-6-2 4-6-2 4-6-2 4-6-2 3-3-6 3-10-6 Plate Offsets(X,Y)-- [2:0-8-2,Edgel,14:0-5-4,0-2-01,18:0-5.4,0-2-01,[10:0-8-2,Edgel,115:0-4-0,0-4-81 r LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.29 15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 l Vert(TL) -0.44 15 >874 180 BCLL 0.0 * Rep Stress Incr NO WB 0.32 1 Horz(TL) 0.09 10 n/a n/a BCDL 10.0 i Code FBC2014/TPI2007 Matrix-MSH Weight:402 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-3 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-8-3 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=2582/0-3-8,10=2582/0-3-8 Max Horz 2=133(LC 7) Max Uplift 2=-1572(LC 8),10=-1572(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-4717/2790,3-4=-4847/2946,4-5=-5881/3636,5-6=-6417/3966,6-7=-6417/3966, 7-8=-5881/3636,8-9=-4846/2946,9.10=-4717/2790 BOT CHORD 2-18=-2369/4166,17-18=-2369/4166,16-17=-2451/4335,15-16=-3405/5881, 14.15=-3405/5881,13-14=-2451/4335,12-13=-2369/4166,10-12=-2369/4166 WEBS 4-17=-189/591,6-15=-569/520,8-13=-189/591,3-18=-269/216,3-17=-387/384, 9-12=-269/216,9-13=-390/384,4-16=-1200/1978,5-16=-977/740,5-15=-421/711, 7-15=-421/711,7-14=-977/740,8-14=-1200/1978 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:2x6-2 rows staggered at 1-0-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=4511;L=32ft;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 5) Provide adequate drainage to prevent water ponding. 6)All plates are 3x4 MT20 unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=1572,10=1572. 10)`NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148'x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)211 lb down and 334 lb up at 7-0-0,and 211 lb down and 334 lb up at 25-4-0 on top chord,and 357 lb down and 192 lb up at 7-0-0,and 357 lb down and 192 lb up at 25-2-15 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. Continued on nage 2 o WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M8-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MITeky)connectors.Ns design is based only upon parameters shown,and is for on kxilvkkxll txrlding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and prolixly kieogx>ralo 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' k always required for stability and to prevent collapse wnh possible personal injury and properly dorncxle. For general auldcnce regarding the fabrication,storage,delivery.erection and be iekng of trusses and tnrss systems,seeANSUTP11 Quality Criteria.D55-69 and SCSI Building Component 6904 Parke East Blvd. I Sorely Information MK.Skrbre War Isms Hate IrmtlMe,218 N.Lee Street.Suite 312.Aiexcndlia VA 22314. Tampa.FL 33610 • Job Truss Truss Type arty Ply Tidewater-Atlantic Beach House-RC T9875807 J160506 A01 HIP 1 2 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:42:31 2016 Page 2 ID:dBNIsL9XRg81_LPEPgnMmZydo9k-f W 3i7ha4AQlT6wZXEpUcOaz2bdZn3twdNa?_5yyJ?Ys LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-8=-54,8-11=-54,19-22=-20 Concentrated Loads(Ib) Vert:4=-165(B)8=-165(B)17—357(B)15=64(B)6=-111(B)13=-357(B)26_111(6)27=-111(B)28=-111(B)29=111(B)30=-111(B)31=-111(B)32=-111(B) 33=-111(B)35=-64(B)36=-64(B)37=-64(B)38=-64(B)39=-64(B)40=-64(B)41=-64(B)42=-64(B) WARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10r03/201S BEFORE USE. Design valid for use only with MllekG connectors.this design Is based only upon parameters shown,and Is for an individual balding component,not a truss system.Before use,the building designer must verify the appllcabllty of design parameters and properly incorporate this design Into the overall Guiding design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Adcltlaxi 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 fahricatkm,storage.delivery.erection and brining of times and truss systems.seeANSI/1PI1 Quality Criterla.DS$-119 and BCSI Building Component 6904 Parke East Blvd. I Safely Info/malign available trap truss Plate Institute.2113 N.Le.Sheet.Stile 312.Alexandria VA 2'2314. Tampa.FL 33610 [Job 'Truss Truss Type ._,Qty Ply Tidewater-Atlantic Beach House-RC T9875808 J160506 A02 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 S Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:42:32 2016 Page 1 ID:dBNIsL9XRg81_LPEPgnMmZydo9k-71d4K1 bixktKk48koW OrxnW A9OpooJKncEIXdOyJ?Yr -1-4-0 4-8-6 9-0-0 16-2-0 23 4.0 27-7-10 32-4-0 33.8.0 I 1-4-0 I 4-8-6 I 4-3-10 I 7-2-0 I 7-2-0 I 4-3-10 4-8-6 11.4.0 Scale=1:57.4 4x7= 1.5x4 '1.I 4x7= 4 20 21 5 22 23 6 6.00 12 MI 3 1.5x4 1.5x4 3 7 19 24 v ��1 2 B 9 to m: 12 11 10 3x5= 3x4= 5x8= 3x4= 3x5= 9-0-0 16-2-0 23-4-0 32.4.0 9-0-0 I 7-2-0 I 7-2-0 i 9-0-0 I Plate Offsets(X,Y)-- 12:0-1-10,0-1-81,14:0-5-4,0-2-4),[6:0-5-4,0-2-41,[8:0-1-10,0-1-81,[11:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 l CSI. DEFL- in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.18 11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.37 12-15 >999 180 BCLL 0.0 ' Rep Stress Ind YES WB 0.44 Horz(TL) 0.11 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 L Matrix-MSH 1 Weight:162 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 5-6-5 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=1272/0-5-8,8=1272/0-5-8 Max Horz 2.165(LC 10) Max Uplift 2.676(LC 12),8=-676(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2178/1371,3-4=-1938/1205,4-5=-2138/1410,5-6=-2138/1410,6-7=-1938/1205, 7-8=-2178/1371 BOT CHORD 2-12=-1101/1898,11-12=-828/1695,10-11=-850/1695,8-10=-1124/1898 WEBS 3-12=-270/311,4-12=-87/368,4-11=-364/621,5-11=-445/398,6-11=-364/621, 6-10=-86/368,7-10=-271/311 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=32ft;eave=oft Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-10-0,Interior(1)1-10-0 to 9-0-0,Exterior(2)9-0-0 to 27-9-10,Interior(1)27-9-10 to 33-8.12 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 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 20.0psi on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=676,8=676. 1 � V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.1003/2015 BEFORE USE. mg Design valid for use only with Wield:connectors.lt9s design Is based only upon parameters shown,and is for an Individual bulding component.not a truss system.Before use,the building designer must verify the a pplIconillty of design parameters and properly Incorporate this design Info the overall btlding 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(or stability and to prevent collapse with possible personal Infuy and property damage. For general guidance regarding the id rleollon,storage,delivery.erection and tracing of time,and!run systems.seeANSI/W11 Quality Criteria.DSB-89 and SCSI Binding Component 6904 Parke East BNd. Safely Information ovWable horn Buss Plate Institute,218 N.Lee Sheet.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 I-Job i Truss Truss Type Qty Ply Tidewater-Atlantic Beach House-RC T9875809 J160506 A03 Hip 1 1 i . Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:42:33 2016 Page 1 ID:dBNIsL9XRg81_LPEPgnMmZydo9k-buASXNcKi1?BMEjwMEX4T?2000EVXntwruU59ryJ?Yq ,-1.4.0 5-8-6 11-0-0 16-2-0 21-4-0 26-7-1032.4.0 33.8.0 '1-4-0 I 5.8.6 i 5-3-10 I 5-2-0 i 5-2-0 I 5-3-10 5-8-6 1-4-0 Scale=1:57.4 4x7= 1.5x4 i, 4x7= 4 23 5 24 6 9 M.1 6.00 12 3x4 25 3x4 22 7 3 J• 21 1 26 2 1 8 9 (J ' EN EN 14 13 12 11 10 3x4— 1.5x4 II 3x4= 5x8= 3x4= 1.5x4 I 3x4= iI 5-8-6 11-0-0 i i 16-2-0 21-4-0 i 26-7-10 32-4-0 l 5-8-6 5-3-10 5-2-0 5-2-0 5-3-10 5-8-6 Plate Offsets(X,Y)-- [2:0-1-14,0-1-81,[4:0-5-4,0-2-01,[6:0-5-4,0-2-01,[8:0-1-14,0-1-81,[12:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. 7 DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.15 12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 1 Vert(TL) -0.27 12-13 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.29 ! Horz(TL) 0.11 8 rt/a n/a BCDL 10.0 I _ Code FBC2014/TPI2007 Matrix-MSH i Weight:175 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-8-14 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=1272/0-5-8,8=1272/0-5-8 Max Horz 2=196(LC 11) Max Uplift 2=-676(LC 12),8=-676(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2193/1295,3-4=-1790/1136,4-5=-1728/1188,5-6=-1728/1188,6-7=-1790/1136, 7-8=-2193/1294 BOT CHORD 2-14=-1026/1902,13-14=-1026/1902,12-13=-723/1546,11-12=-744/1546, 10-11=-1048/1902,8-10=-1048/1902 WEBS 3-13=-450/350,4-13=-143/362,4-12=-202/377,5-12=-313/282,6-12=-202/377, 6-11=-143/362,7-11=-451/349 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=4511;L=3211;eave=4f1;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-10-0,Interior(1)1-10-0 to 11-0-0,Exterior(2) 11-0-0 to 25-10-14,Interior(1)25-10-14 to 33-8-12 zone;cantilever lett 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. 5)'This truss has been designed for a live load of 20.Opsi on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=676,8=676. t i A WARNING•Verity design peramobra and READ NOTES ON THIS AND INCLUDED Mr7EK REFERANCE PAGE M11-7473 rev.10N3/201S BEFORE USE. mit Design valid tor use only with Mllek®connectors.Ibis design is based only upon parameters shown,and Is for an Individual bolding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate orate this design into the overall handing design. Brachg Indicated Is to prevent budding of Individual cuss web and/or chord members only. Additional temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regardng the fatxk:ation,story ie,dellvery,erecllon and bwrcIng of trusses and tires systems.SeeANSI/1PI1 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information uvuluUie 1101n liuss Pluto institute.718 N.lee Street.Stile 312,AlexoKJda,VA 22314. Tampa-FL 33610 Job Truss Truss Type Qty Ply Tidewater-Atlantic Beach House-RC 1 T9875810 J160506 A04 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:42:34 2016 Page 1 ID:dBNIsL9XRg81.,LPEPgnMmZydo9k-34kglicyTL72zNI6wx2JOCbXCgZfGBj33YEeiHyJ?Yp -1-4-0 6-8-6 13-0-0 19.4.0 25-7-101 32-4-0 ,33.8.0 1-4-0 6-8-6 [ 6-3-10 I 6-4-0 6-3-10 6-8-6 '1-4-0 Scale=1:57.4 4x10= 5x5= 4 21 22 5 b. 6.00 FIT 3x4 20 23 3x4 3 6 III \19 1 24 cif 1 2 I- 9 — tit £ 7 8 1$: 12 11 25 10 9 3x4 G 1.5x4 II 5x5= 3x8= 1.5x4 I 3x4 6-8-6 13-0-0 19-4-0 25-7.1032.4.0 6-8-6 6-3-10 I 6-4-0 6-3-10 6-8-6 { Plate Offsets(X,Y)-- [2:0-0.12,0.1-81,[4:0.7-0,0-2-01,[5:0-2-8,0-2-4],[7:0-0-12,0-1-81,[11:0-2-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) 1/deal Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.13 11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.28 10-11 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.51 Horz(TL) 0.11 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:167 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-10-15 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-4-10 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 2=1272/0-5-8,7=1272/0-5-8 Max Horz 2=228(LC 11) Max Uplift 2=-676(LC 12),7.676(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2159/1248,3-4=-1660/1059,4-5=-1412/1038,5-6=-1653/1055,6-7=-2159/1247 BOT CHORD 2-12=-972/1920,11-12=-972/1920,10-11=-614/1441,9-10=-993/1864,7-9=-993/1864 WEBS 3-12=0/250,3-11=-547/408,4-11=-161/460,5-10=-169/431,6-10=-556/410,6-9=0/253 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=32it;eave=4it;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-10-0,Interior(1)1-10-0 to 13-0-0,Exterior(2) 13-0-0 to 23-10.14,Interior(1)23-10-14 to 33-8-12 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 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=676,7=676. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. � I 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MY-7473 rev.10/032015 BEFORE USE. ith• Design valid for use only with Mitek®connectors.this design Is based only upon paraneters shown,and Is for an IndMdr lob building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly kscoipoiate this design Into the overall building design. &acing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always required for stability end to prevent collapse with possible personal Yyrxy and property damage. For general guidance regardlrcl the fabdcatksn,storage.dtHNery.erection and tracing of trusses and kiss systems,seeANSI/IPI1 QuaNty Criteria.DSB-89 and BCSI Building Component 6904 Parke East BNd. Safety Information available horn truss Plate krstitute,218 N.Lee Street,Suite 312,AlexarxJrla.VA 22314. j Tanga.FL 33610 Job Truss Truss Type .Oty Ply Tidewater-Atlantic Beach House-RC T9875811 J160506 A05 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:42:35 2016 Page 1 ID:dBNIsL9XRq81 LPEPgnMmZydo9k-XHIDy2daEfFvbXtJTeZYZQ8fPEtk?hjDICzBEjyJ?Yo 1-4-01 7-8-6 15.0.0 , 17-4-0 24-_7.10 1 32.4.0133-8-0. '1-4-0 7-8-6 7-3-10 2-4-0 7-3-10 7-8-6 1-4-0' Scale=1:57.4 4x10= 5x5= 5 F . C 6.00 FIT 20 21 -..= 3x4 3x4 3 6 r \ / n 19 22 2 \,,,. / 9 7 a 1 = :: -- B Id, 0 12 11 10 9 3x5— 1.5x4 II 5x5= 3x8= 1.5x4 II 3x5= l 7.8.6 I 15-0-0 I 17-4-0 I 24-7-10 i 32-4-0 7-8-6 7-3-10 2-4-0 7-3-10 7-8-6 Plate Offsets(X,Y)-- (4:0-7-0,0-2-01,15:0-2-8,0-2-41,111:0.2-8,0-3.01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.13 11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.32 11-12 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.27 Horz(TL) 0.11 7 n/a glia BCDL 10.0 1 Code FBC2014/TPI2007 Matrix-MSH Weight:174 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-1-15 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-3-11,6-10 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3')nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 2=1272/0-5-8,7=1272/0-5-8 Max Horz 2=259(LC 11) Max Uplift 2=-676(LC 12),7=-676(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2122/1168,3.4=-1511/956,4-5=-1263/943,5-6=-1505/952,6-7=-2121/1167 BOT CHORD 2-12=-888/1823,11-12=-888/1823,10-11=-470/1261,9-10=-910/1823,7-9=-910/1823 WEBS 3-12=0/308,3-11=-680/477,4-11=-199/406,5-10=-242/409,6-10=-684/478,6-9=0/310 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=32ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-10-0,Interior(1)1-10-0 to 15-0-0,Exterior(2) 15-0-0 to 17-4-0,Interior(1)21-10-14 to 33-8-12 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 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=676,7=676. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/03/2015 BEFORE USE I Design valid lr use only with Milekdv connectors.this design Is based only upon lxxameters shown,and Is for an Individual txrlding component not it a truss system.Before use,the lwuding designer must verify the applicability of design parameters and properly incorporate is this design Into the overall building design. Bracing Indicated Is to prevent bucktklg of Individual truss web and/or chord members only.Additional temporary and permanent bracing Niel(' k' Is always requked(or stability and to prevent collapse with possible personal inlay and properly damage. For general guidance regarding the kt 6904 Parke East Blvd. rk:atlnn,storage.delivery,erection rind tracing of trusses ar1(t truss systems-teaANSt/1PI1 Quality Criteria.DSB-89 and BCSI BuNdng Component Safety Intonnalion avrlatjle hum truss Plate Institute.216 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Tidewater-Atlantic Beach House-RC T9875812 :J160506 A06 FAN 2 1 I Job Reference(optional) I Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:42:36 2016 Page 1 ID:dBNIsL9XRg81_LPEPgnMmZydo9k-?TsbAOeC?yNmDhSV 1 M4n5dgureEuk?OMXsjlinAyJ?Yn -1-4-0 5-7-6 10-6-0 16-2-0 21-10-0 26-9-10 32.4.033.8.0 1 1-4-0 5-7-6 4.10.10 i 5-8-0 l 5.8-0 } 4-11-10 1 5-6-6 1 1-4-0 Scale=1:56.6 4x4— 5 6.00 12 19N.5x4 1.5x4 II I 4 6 1.5x4 1.5x4•"-- 3 3 7 181 8 2 - 1 I ■l. 9 jd 11 22 23 10 3x5= 3x5= 8x8= 8x8= 10-6-0I 21-10-0 I 32-4-0 10-6-0 11-4-0 10-6-0 Plate Offsets(X,Y)-- [2:0-8-2,Edge),[8:0-8-2,Edgel,(10:0-3-8,0-4-8),[11:0-3-8,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (hoc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.25 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.49 10-11 >787 180 BCLL 0.0 ' I Rep Stress Inc/ YES WB 0.84 Horz(TL) 0.06 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 j Matrix-MSH i Weight:193 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-1 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=1272/0-3-8,8=1272/0-3-8 Max Horz 2=-277(LC 10) Max Uplift 2=-676(LC 12),8=-675(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2122/1153,3-4=-1858/1017,4-5=-1911/1183,5-6=-1913/1184,6-7=-1859/1017, 7-8=-2127/1157 BOT CHORD 2.11=-882/2029,10-11=-384/1217,8-10=-900/1851 WEBS 3-11=-283/273,4-11=-340/347,5-11=-497/984,5-10=-498/985,6-10=-343/350, 7-10=-287/276 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=32ff;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-1310 1-10-0,Interior(1)1-10-0 to 16-2-0,Exterior(2) 16-2-0 to 19-4-13 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=676,8=675. 0 WARNING-V.My design pararaters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M*7473 rev.10/03/2015 BEFORE USE. Design vdki for use only with MlIeleD connectors.This design is based only upon parameters shown.and is for an hEIdual binding component,not a truss system.Before use.the building designer must verify the applicabllty of design parameters and properly Incorporate bink design Into the overall bulking design. Bracing indicated Is to prevent buckling of Individual truss web anti/or chord members only. Addtlond temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For generd guidance regarding the kmricaiion,storage,delivery,erection anri bracing of tremes and hum systems,enANSI/IPt1 Quality Criteria.03849 and BCSI Building Component 6904 Parke East Blvd. Safety Information available kuru truss Plate Institute,218 N.Lee street.Suite 312.Alex(ax;kiu,VA 22314. Tampa.FL 33610 Job Truss l Truss Type Qty Ply Tidewater-Atlantic Beach House-RC T9875813 J160506 A07 1Common 5 1 Job Reference(optional) I Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:42:37 2016 Page 1 ID:dBNIsL9XRg81_LPE PgnMmZydo9k-TlQzNkfrmGVdgrt hb3bOegD011 XYTRYW I W SIIcyJ?Ym -1.4-0 5-7-6 10.6.0 16.2.0 21-10-0 26-8-10 32-4-0 ,33-10-0 '1-4-0} 5-7-6 4-10-10 I 5-8-0 5-8-0 i 4-10-10 5-7-6 ' 1-6-0 i Scale=1:58.4 4x4= 5 19 r, 2°600 r12 1.5x4 II 5x5 q 6 • i 1.5x4. 2x4 3 7 18 21 v� i� 8 61 - 9 do N '- 11 22 23 10 :_ to /bio 3x5= 6x6= 8x8= 8x8= 10-6-0 21-10-0 32-4-0 33-10-0 l 10-6-0 11-4-0 i 10-6-0 1 1-60 Plate Offsets(X,Y)-- 12:0-4-14,0-1-13),16:0-1-12,Edge],[8:0.0-8,0-0-0),[10:0-3-8,0-4-8],[11:0-3-12,0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.26 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.54 10-11 >748 180 BCLL 0.0 ' Rep Stress Incr YES I WB 0.95 Horz(TL) 0.16 9 rVa nia BCDL 10.0 Code FBC2O14JTPI2007 L Matrix-MSH i Weight:205 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins. 6-9:2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 6-10-0 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=1301/0-5-8,9=1264/0-5-8 Max Horz 2=284(LC 11) Max Uplift 2=-690(LC 12),9=-611(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2.3=-2174/1177,3-4=-1907/1042,4-5=-1953/1213,5-6=-2054/1265,6-7=-2034/1118, 7-8=-2448/1339,8-9=-560/327 BOT CHORD 2-11=-914/2061,10-11=-410/1261,8-10=-1085/2218 WEBS 4-11=-340/347,3-11=-282/272,5.11=-484/966,6-10=-287/331,5-10=-563/1104, 7-10=-532/411 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsf;h=25tt;B=4511;L=32tt;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-13 to 1-10-0,Interior(1)1-10-0 to 16-2-0,Exterior(2) 16-2-0 to 19-4-13 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=690,9=611. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 5111.7473 rev.100312015 BEFORE USEmil• . valid for use only with!Moire connectors.lhls 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 tIre applicability of design parameters and properly kscr,r xxate this design Into the overall building ing design. Bracing Indicated Is to prevent buckling of IndNklucl truss web and/or chord members only. Add itkxial 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 fatxk:atk'.n,storage,delwery,erection rind hrnelnq of misses and tarn systems seeANSI/1PI1 Quality Criteria.D58-89 and SCSI Building Component 6904 Parke East Bled. Safely Information uvulable tori r Truss Rale Institute.218 N.Lem Sheet,Suite 312,Alexandldr,VA 22314. Tampa.FL 33610 Job Truss Truss Type *Qty Ply Tidewater-Atlantic Beach House-RC T9875814 J160506 A08 FAN 1 3 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:42:37 2016 Page 1 ID:dBNIsL9XRg81_LPEPgnMmZydo9k-TfQzNkfrmGVdgr1 hb3bOegD7Q 1 X_TdOW I W SI IcyJ?Ym -1-4-0 5-7-6 10-6-0 16-2-0 21-10.0 26-9-10 32-4-0 ,33-8.0 1-4-0 5-7-6 4-10-10 5-8-0 5-8-0 4-11-10 5-6-6 1-4-0 I Scale=1:56.6 4x4= 5 19 20 6.00 1.5x4 I 1.5x4 I �2 4 6 1.5x4 1.5x4 3 7 18 21 b1 2 B 9Id 11 22 23 24 25 10 3x4= 8x8= 8x8= 3x4= 10-6-0 I 21-10-0 32-4-0 10-6-0 11-4-0 10-6-0 Plate Offsets(X,V)-- LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.07 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.81 10-11 >476 180 BCLL 0.0 ` Rep Stress Incr NO WB 0.16 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 j Matrix-MSH � Weight:580 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins. BOT CHORD 2x6 SP No.1 D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=2064/0-3-8,8=2090/0-3-8 Max Horz 2=-277(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4167/0,3-4=-3932/0,4-5=-4003/0,5-6=-4080/0,6-7=-4009/0,7-8=-4242/0 BOT CHORD 2-11=0/3830,10-11=0/24.49,8-10=0/3718 WEBS 3-11=-203/366,4-11.354/330,5-11=0/2092,5-10=0/2210,6-10=-358/332, 7-10=-201/376 NOTES- 1)3-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:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=32ft;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 5)C-C wind load user defined. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 8)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)805 lb down at 15-4-0,and 805 lb down at 17.6.8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-54,5-9=-54,12-15=-20 Concentrated Loads(Ib) Vert:23=-805(F)24=-805(F) Continued on nage 2 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.101032015 BEFORE USE Design valid for use only with Mitek,i connectors.this design Is based only or'cm parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MITek' Is always required for stability and to prevent collapse with possbie personal inkly Crud property damage. For general guidance regarding the fandcotkrn,storage.delivery.erection and trax-In of to rcvx rind trim systems.seeANSI/iPl t Quality Criteria.DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information av,Alubie trues truss Nate Ins6Me.218 N.Lee Street,Suite 312.N$xursdlt ,VA 22314. Tampa,FL 33610 4 Job Truss Truss Type Oty Ply Tidewater-Atlantic Beach House-RC T9875814 J160506 A08 FAN 1 3 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:42:38 2016 Page 2 ID:dBNIsL9XRg81_LPEPgnMmZydo9k-xs Lb4fTXadUS?bt9n6FA2mIARtDC4Gf_ACrr2yJ?YI LOAD CASE(S) 2)Dead+0.75 Roof Live(balanced)+0.75 Uninhab.Attic Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-5=-44,5-9=-44,12-22=-20,22-25=-50,15-25=-20 Concentrated Loads(Ib) • Vert:23=-805(F)24=-805(F) 3) Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-5=-14,5-9=-14,12-15=-40 Concentrated Loads(lb) Vert:23=-805(F)24=-805(F) 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-2=104,2-18=62,5-18=42,5-20=62,8-20=42,8-9=33,12-15=-6 Horz:1-2=-113,2-18=-71,5-18=-50,5-20=71,8-20=50,8-9=41 Concentrated Loads(lb) Vert:23=-805(F)24=-805(F) 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-2=33,2-19=42,5-19=62,5-21=42,8-21=62,8-9=104,12-15=-6 Horz:1-2=-41,2-19.50,5-19=-71,5-21=50,8-21=71,8-9=113 Concentrated Loads(Ib) Vert:23=-805(F)24=-805(F) 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-2=1,2-5=-39,5-8=-39,8-9=-29,12-15=-20 Horz:1-2=-15,2-5=25,5-8=-25,8-9=-15 Concentrated Loads(Ib) Vert:23=-805(F)24=-805(F) 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-2=-29,2-5=-39,5-8=-39,8-9=1,12-15=-20 Horz:1-2=15,2-5=25,5-8=-25,8-9=15 Concentrated Loads(Ib) Vert:23=-805(F)24=-805(F) 8)Dead+0.6 MWFRS Wind(Pus.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=42,2-5=17,5-8=27,8-9=18,12-15=-6 Horz:1-2=-51,2-5=-25,5-8=35,8-9=26 Concentrated Loads(Ib) Vert:23=-805(F)24=-805(F) 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Veil:1-2=18,2-5=27,5-8=17,8-9=42,12-15=-6 Horz:1-2=-26,2-5=-35,5-8=25,8-9=51 Concentrated Loads(Ib) Vert:23=-805(F)24=-805(F) 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-2=-19,2-5=-29,5-8=3,8-9=12,12-15=-20 Horz:1-2=5,2-5=15,5-8=17,8-9=26 Concentrated Loads(Ib) Vert:23=-805(F)24=-805(F) 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=12,2-5=3,5-8=-29,8-9=-19,12-15=-20 Horz:1-2=-26,2-5=-17,5-8=-15,8-9=-5 Concentrated Loads(Ib) Vert:23=-805(F)24=-805(F) 12) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-2=68,2-5=42,5-8=42,8-9=68,12-15=-6 Horz:1-2=-76,2-5=-50,5-8=50,8-9=76 Concentrated Loads(Ib) Vert:23=-805(F)24=-805(F) 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=49,2-5=24,5-8=24,8-9=49,12-15=-6 Horz:1-2=-58,2-5=-32,5-8=32,8-9=58 Concentrated Loads(Ib) Vert:23=-805(F)24=-805(F) 14)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-2=-6,2-5=-15,5-8=-15,8-9=-6,12-15=-20 Horz:1-2=-8,2-5=1,5-8=-1,8-9=8 Concentrated Loads(Ib) Veil:23=-805(F)24=-805(F) Continued on oaoe 3 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*15.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mileisto connectors.this design is based only upon parameters shown,and is for an Individual bolding congxront.not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall bwldhrg design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Meek' is always required for stability and to prevent collapse with possible personal IMuy and properly damage. for general guidance regarding the (aberration,storage,delivery,orneilo n and bracing of true ns and truss systems,seeANSI/iPil Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information a RANCIDle trarfn puss Nate Institu le.218 N.Lee Street.Suite 311.Alexandria.VA 22314. j Terrpa.FL 33610 Job I Truss Truss Type •Qty Ply I Tidewater-Atlantic Beach House-RC T9875814 (J160506 IA08 FAN 1 3 I Job Reference(optional) Manning Building Supplies, Jaksonvulle,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:42:38 2016 Page 3 I D:dBNIsL9XRg81._LPE PgnMmZydo9k-xs_Lb4fTXadUS?bt9n6FA2mIARtDC4Gf_ACrr2yJ?YI LOAD CASE(S) 15)Dead+0.6 MW FRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-6,2-5=-15,5-8=-15,8-9=-6,12-15=-20 Horz:1-2=-B,2-5=1,5-8=-1,8-9=8 Concentrated Loads(Ib) Vert:23=-805(F)24=-805(F) 16)Dead+Uninhabitable Attic Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-14,5-9=-14,12-22=-20,22-25=-60,15-25=-20 Concentrated Loads(Ib) Vert:23=-805(F)24=-805(F) 17)Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-48,2-5=-55,5-8=-31,8-9=-24,12-22=-20,22-25=-50,15-25=-20 Horz:1-2=4,2-5=11,5-8=13,8-9=20 Concentrated Loads(Ib) Vert:23=-805(F)24=-805(F) 18)Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-24,2-5=-31,5-B=-55,8-9=-48,12-22=-20,22-25=-50,15-25=-20 Horz:1-2=-20,2-5=-13,5-8=-11,8-9=-4 Concentrated Loads(Ib) Vert:23=-805(F)24=-805(F) 19)Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-38,2-5=-45,5-8=-45,8-9=-38,12-22=-20,22-25=-50,15-25=-20 Horz:1-2=-6,2-5=1,5-8=-1,8-9=6 Concentrated Loads(lb) Vert:23=-805(F)24=-805(F) 20)Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MW FRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-38,2-5=-45,5-8=-45,8-9=-38,12-22=-20,22-25=-50,15-25=-20 Horz:1-2=-6,2-5=1,5-8=-1,8-9=6 Concentrated Loads(Ib) Vert:23-805(-)2,4.-805(F) 21) 1st Dead+Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-54,5-9=-14,12-15=-20 Concentrated Loads(Ib) Vert:23=-805(F)24=-805(F) 22)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-14,5-9=-54,12-15=-20 Concentrated Loads(Ib) Vert:23=-805(F)24=-805(F) 23)3rd Dead+0.75 Roof Live(unbalanced)+0.75 Uninhab.Attic Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-44,5-9=-14,12-22=-20,22-25=-50,15-25=-20 Concentrated Loads(Ib) Vert:23=-805(F)24=805(F) 24)4th Dead+0.75 Roof Live(unbalanced)+0.75 Uninhab.Attic Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-14,5-9=-44,12-22=-20,22-25=-50,15-25=-20 Concentrated Loads(Ib) Vert:23=-805(F)24=-805(F) WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE A01.7473 rev.10103/2015 BEFORE USE Design valid for use only with Mllektu connectors.This design Is based only upon parameters shown.and Is for an irdivtd ual landing component,not a truss system.Before use,the building designer must verity the apsylicabilty of design pvameters and properly incorporate this design Into the overall bolding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal Irr9try and property damage. For general guidance regardrg the fabrication,ricatkmn,storage,delivery,erection and bracing of trusses and talcs systems,seoANSIRPl1 Quality Criteria.DSS.9 and SCSI Building Component 6904 Parke East Blvd. Safely Inlorma&rn available horn truss Mute Institute,218 N.Lee Street.Sidle 312.Alexandria.VA 22314. j Tampa.FL 33610 Job Truss Truss Type Qty Ply Tidewater-Atlantic Beach House-RC T9875815 J160506 A09 Monopitch 2 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:42:38 2016 Page 1 I D:dBNIsL9XRg81_LPE PgnMmZydo9k-xs_Lb4fTXad US?bt9n6FA2mA8RvNC2Tf_ACrr2yJ?YI -1-4-0 7-7-12 15-2-4 1-4-0 ' 7-7-12 7-6-8 1.5x4 I Scale=1:45.2 4 5 13 6.00 ir12 3x4 3 12 2 bin 1 r8• 8 76 3x4= 1.5x4 I 6x6= 7-7-12 15-2-4 i 7-7-12 7-6-8 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.08 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.21 7-8 >863 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.27 Horz(TL) 0.02 7 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:78 lb FT=20% • LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-7-8 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-3-7 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 2=637/0-5-8,7=551/Mechanical Max Horz 2=434(LC 12) Max Uplift 2=-271(LC 12),7=-366(LC 12) Max Gray 2=637(LC 1),7=561(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-764/154 BOT CHORD 2-8=-436/627,7-8=-436/627 WEBS 3-8=0/343,3-7=-714/496 NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 15-2-4 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 psi bottom chord live load nonconcurrent with any other live loads. 3)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=271,7=366. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 1l A WARNING-Verify dulgn paramours and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0.7473 rev.10A032015 BEFORE USE mit Design valid for use only with MIIekf>connectors.This design Is based only upon parameters shown.and is for an individual balding component,not a truss system.Before use,the building designer must verity the upplic:abiity of design parameters and properly incorporate this design Into the overall bullring 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 regrlred for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fahrtnatlon,storage,deivery,erection and bracing of times and truss systems.see/WI/WI'laity Cr feria,DSB-89 and BCSI BuikdIng Component 6904 Parke East Blvd. Solely Information avaiatie Scan Inns Plate Institute,218 N.Leis Sheet.Suits 312.Alexanddu.VA22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Tidewater-Atlantic Beach House-RC T9875816 J160506 A10 Monopitch 2 1 Job Reference(optional__ Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:42:39 2016 Page 1 ID:dBNIsL9XRg81_LPEPgnMmZydo9k-Q2YjoQg5It1L49A4iUeUjFIMprFOxOlpDgxPNUyJ?Yk -1-4-0 . 7-4-8 14-7-12 1-4-0 7-4-8 7-3-4 1.5x4 (l Scale=1:43.8 4 5 13 6.00112 3x4 3 12 2 : \� 91 y/ 8 7 6 3x4= 1.5x4 1 6x6_ 7-4-8 14-7-12 7-4-8 7-3-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.07 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.18 7-8 >963 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.75 Horz(TL) 0.02 7 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:76 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-9-6 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=616/0-5-8,7=531/Mechanical Max Horz 2=420(LC 12) Max Uplift 2=-265(LC 12),7=-353(LC 12) Max Gray 2=616(LC 1),7=541(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-734/148 BOT CHORD 2-8=-423/603,7-8=-423/603 WEBS 3-8=0/331,3-7=-686/481 NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opst;h=2511;B=4511;L=2411;eave=41t;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 14-7-12 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ot=lb) 2=265,7=353. 0 WARNING-Verify design panmreters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rwc 10w32015 BEFORE USE Design valid for use only with Weld)connectors.this design Is based only upon parameters shown.and Is for an individual building component,not a truss system.Before use,the building designer must veilfy the applcabilty of design parameters and properly Incorporate this design Into the overall briding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' ek• Is always teat/red for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the k hrloatto n,storage,delivery.orannon and bracing of'MVOS and truss systems.seeANSl/TPI I Quality Criteria.0Se-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avWable here buss Male institute.218 N.Lee Sheet,Suite 312.Alexundita,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Tidewater-Atlantic Beach House-RC T9875817 J160506 All 'TRIPLE HOWE 1 1 3 Job Reference(optional) — — Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:42:41 2016 Page 1 ID:dBNIsL9XRg81_LPEPgnMmZydo9k-MRIUD6iLpV?2JSKSgvgyogNlOfwoPFv5g8QW RNyJ?Yi 4-9-10 8-7-2 12-4-9 16-2-0 19-11-7 23-8-14 27-6-6 32-4-0 II 3-9-7 ' 3-9.7 I 3.9-7 I 3-9.7 I 3-9-7 3-9-7 4-9-10 5x5 i I Scale=1:62.0 5 ,3x5 3x5 6.00 4 6 3x4 I 3x4 3 7 10,7,. .. 3x4 i 3x4 C 2 8 1 - " 9 e mal nn ii — n1 n nn Ii nn I .1n nn " NI "n nn ' nn nn 10 21 22 16 23 2415 25 14 2627 28 13 2930 31 12 32 33 1134 35 10 36 37 4x10=HTU26 3x6 II 5x5 5x5— HTU26 10x10— HTU26 5x5— HTU26 5x5— HTU26 3x6 11 HTU26 4x10= HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 4-9-10 8.7.2I 12-4-9 I 16-2-0 I 19-11-7 I 23-8-14 { 27-6-6 32-4-0 4-9-10 3-9-7 3-9-7 3-9-7 3-9-7 3-9-7 3-9-7 4-9-10 Plate Offsets(X,Y)-- [1:0-0-2,0-0-1),19:0-0-2,0-0-11,[13:0-5-0,0-6-01 LOADING (psf) SPACING- 2-0-0 CSI. DE FL. in (roc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.26 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.55 12-13 >705 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.93 Horz(TL) 0.12 9 n/a n/a I BCDL 10.0 Code FBC2014/TPI200/ Matrix-MSH Weight:741 lb FT=20°6 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-6 oc purlins. BOT CHORD 2x8 SP No.1 D BOT CHORD Rigid ceiling directly applied or 7-6-6 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=7840/0-3-8,9=7859/0-3-8 Max Horz 1=-255(LC 23) Max Uplift 1=-2743(LC 8),9=-2717(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-15888/5393,2-3=-14313/4575,3-4=-12363/3636,4-5=-10578/2859, 5-6=-10578/2859,6-7.12491/3597,7-8=-14361/4524,8-9=-15930/5336 BOT CHORD 1-16=-4748/14180,15.16=-4748/14180,14-15=-3919/12778,13-14=-2981/11010, 12-13=-2947/11125,11-12=3873/12821,10-11=-4697/14218,9-10=-4697/14218 WEBS 2-16=-719/1397,3-15=-1310/2624,4-14=-1471/3180,5-13=-2388/9167,6-12=-1398/3423, 7-11=-1291/2508,8-10=-714/1391,2-15=-1664/977,3-14=-2659/1410,4-13=-2998/1503, 6-13=-3217/1438,7-12=-2551/1393,8-11=-1658/971 NOTES- 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 0-6-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=451t;L=32ft eave=4fh 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 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=2743,9=2717. 8)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 9)Use Simpson Strong-Tie HTU26(20.10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 30-3-4 to connect truss(es)to front face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)805 lb down at 15-4-0,and wC 8050lb down at 17-6-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. ` 006 .1Ve1Ud1U / r• Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.1003/2015 BEFORE USE. Design valid for use only with MIIekr)connectors.'Ns design is based only upon parameters shown,and is for an kxilvidual building component.nol a truss system.Before use.the building designer must verify the applicability of design parameters and property Incorporate ihls design Into the overall buMding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' k always required for stability and to prevent collapse with possible personal intent and properly damage. For general guidance regarding the falrk:atIO n,storage,delivery,erecting-land tracing of tnreses and Inrcc systems.seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely information ovalkabale borer tru s Plate Institute,2115N.Lee Sheet.Suite 312,Alexarnirka,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 1 Tidewater-Atlantic Beach House-RC T9875817 J160506 All TRIPLE HOWE 1 3 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:42:41 2016 Page 2 tD:dBNIsL9XRg81_LPEPgnMmZydo9k-MRIUD6iLpV?2JSKSgvgyogNlOtwoPFv5g8QW RNyJ?Yi LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-9=-20,1-5=-54,5-9=-54 Concentrated Loads(Ib) Vert:13=-738(F)21=-738(F)22=-738(F)23=-738(F)24=-738(F)25=-738(F)26=-738(F)27=-738(F)28=-805(F)29=-738(F)30=-805(F)31=-715(F)32=-715(F) 33=-715(F)34=-715(F)35=-715(F)36=-738(F)37=-738(F) 2)Dead+0.75 Root Live(balanced)+0.75 Uninhab.Attic Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-9=-20,1-5=-44,5-9=-44 Concentrated Loads(Ib) Vert:13=-686(F)21=-686(F)22=-686(F)23=-686(F)24=-686(F)25=-686(F)26=-686(F)27=-686(F)28=-805(F)29=-686(F)30=-805(F)31=-665(F)32=-665(F) 33=-665(F)34=-665(F)35=-665(F)36=-686(F)37=-686(F) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-9=-40,1-5=-14,5-9=-14 Concentrated Loads(Ib) Vert:13=-515(F)21=-515(F)22=-515(F)23=-515(F)24=-515(F)25=-515(F)26=-515(F)27=-515(F)28=-805(F)29=-515(F)30=-805(F)31=-497(F)32=-497(F) 33=-497(F)34=-497(F)35=-497(F)36=-515(F)37=-515(F) 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-9=-6,1-5=17,5-9=27 Horz:1-5=-25,5-9=35 Concentrated Loads(Ib) Vert:13=372(F)21=372(F)22=372(F)23=372(F)24=372(F)25=372(F)26=372(F)27=372(F)28=-805(F)29=372(F)30=-805(F)31=363(F)32=363(F)33=363(F) 34=363(F)35=363(F)36=372(F)37=372(F) 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-6,1-5=27,5-9=17 Horz:1-5=-35,5-9=25 Concentrated Loads(Ib) Vert:13=372(F)21=372(F)22=372(F)23=372(F)24=372(F)25=372(F)26=372(F)27=372(F)28=-805(F)29=372(F)30=-805(F)31=363(F)32=363(F)33=363(F) 34=363(F)35=363(F)36=372(F)37=372(F) 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-9=-20,1-5=-29,5-9=3 Horz:1-5=15,5-9=17 Concentrated Loads(Ib) Vert:13=386(F)21=386(F)22=386(F)23=386(F)24=386(F)25=386(F)26=386(F)27=386(F)28=-805(F)29=386(F)30=-805(F)31=377(F)32=377(F)33=377(F) 34=377(F)35=377(F)36=386(F)37=386(F) 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-20,1-5=3,5-9=-29 Horz:1-5=-17,5-9=-15 Concentrated Loads(Ib) Vert:13=386(F)21=386(F)22=386(F)23=386(F)24=386(F)25=386(F)26=386(F)27=386(F)28=-805(F)29=386(F)30=-805(F)31=377(F)32=377(F)33=377(F) 34=377(F)35=377(F)36=386(F)37=386(F) 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-6,1-5=42,5-9=42 Horz:1-5=-50,5-9=50 Concentrated Loads(lb) Vert:13=372(F)21=372(F)22=372(F)23=372(F)24=372(F)25=372(F)26=372(F)27=372(F)28=-805(F)29=372(F) 30=-805(F)31=363(F)32=363(F)33=363(F)34=363(F)35=363(F)36=372(F)37=372(F) 9)Dead+0.6 MW FRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-6,1-5=24,5-9=24 Horz:1-5=-32,5-9=32 Concentrated Loads(Ib) Vert:13=372(F)21=372(F)22=372(F)23=372(F)24=372(F)25=372(F)26=372(F)27=372(F)28=-805(F)29=372(F) 30=-805(F)31=363(F)32=363(F)33=363(F)34=363(F)35=363(F)36=372(F)37=372(F) 10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-20,1-5=-15,5-9=-15 Horz:1-5=1,5-9=-1 Concentrated Loads(Ib) Vert:13=386(F)21=386(F)22=386(F)23=386(F)24=386(F)25=386(F)26=386(F)27=386(F)28=-805(F)29=386(F) 30=-805(F)31=377(F)32=377(F)33=377(F)34=377(F)35=377(F)36=386(F)37=386(F) 11)Dead+0.6 MW FRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-20,1-5=-15,5-9=-15 Horz:1-5=1,5-9=-1 Concentrated Loads(Ib) Vert:13=386(F)21=386(F)22=386(F)23=386(F)24=386(F)25=386(F)26=386(F)27=386(F)28=-805(F)29=386(F) 30=-805(F)31=377(F)32=377(F)33=377(F)34=377(F)35=377(F)36=386(F)37=386(F) 12)Dead+Uninhabitable Attic Storage:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Continued on cane 3 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.IOV03P20f5 BEFORE USE Design valid for use only with Milek1S connectors.this design Is based only upon Parameters shown.and Is for on IndMdual building component,not a Buss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always regrired 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 tnrcws rind inns systems,SenANSI/TPI l Quality Criteria.DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safsy Information ovollnLle kora Inns Nate IristiMe.216 N.Lee street.Suite 312,Atexarrdrka VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Tidewater-Atlantic Beach House-RC T9875817 J160506 A11 TRIPLE HOWE 1 3 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:42:41 2016 Page 3 I D:dBNIsL9XRg81_LPEPgnMmZydo9k-MRIUD6iLpV?2JSKSgvgyogNIOIwoPFv5g8OW RNyJ?Yi LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-9=-20,1-5=-14,5-9=-14 Concentrated Loads(Ib) Vert:13=-396(F)21=-396(F)22=-396(F)23=396(F)24=-396(F)25=-396(F)26=-396(F)27=-396(F)28=-805(F)29=-396(F)30=-805(F)31=-383(F)32=-383(F) 33=-383(F)34=-383(F)35=-383(F)36=-396(F)37=-396(F) 13)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pial) Vert:1-9=-20,1-5=-55,5-9=-31 Horz:1-5=11,5-9=13 Concentrated Loads(Ib) Vert:13=258(F)21=258(F)22=258(F)23=258(F)24=258(F)25=258(F)26=258(F)27=258(F)28=-805(F)29=258(F)30=-805(F)31=252(F)32=252(F)33=252(F) 34=252(F)35=252(F)36=258(F)37=258(F) 14)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-20,1-5=-31,5-9=-55 Horz:1-5=-13,5-9=-11 Concentrated Loads(Ib) Vert:13=258(F)21=258(F)22=258(F)23=258(F)24=258(F)25=258(F)26=258(F)27=258(F)28=-805(F)29=258(F)30=-805(F)31=252(F)32=252(F)33=252(F) 34=252(F)35=252(F)36=258(F)37=258(F) 15)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-20,1-5=-45,5-9=-45 Horz:1-5=1,5-9=-1 Concentrated Loads(Ib) Vert:13=258(F)21=258(F)22=258(F)23=258(F)24=258(F)25=258(F)26=258(F)27=258(F)28=-805(F)29=258(F)30=-805(F)805(F)31=252(F)32=252(F)33=252(F) 34=252(F)35=252(F)36=258(F)37=258(F) 16)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-20,1-5=-45,5-9=-45 Horz:1-5=1,5-9=-1 Concentrated Loads(Ib) Vert:13=258(F)21=258(F)22=258(F)23=258(F)24=258(F)25=258(F)26=258(F)27=258(9 28=-805(F)29=258(F)30=-805(F)31=252(F)32=252(F)33=252(F) 34=252(F)35=252(F)36=258(F)37=258(F) 17)1st Dead+Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(p11) Vert:1-9=-20,1-5=-54,5-9=-14 Concentrated Loads(lb) Vert:13=-738(F)21=-738(F)22=-738(F)23=-738(F)24=-738(F)25=-738(F)26=-738(F)27=-738(F)28=-805(F)29=-738(F)30=-805(F)31=-715(F)32=-715(F) 33=-715(F)34=-715(F)35=-715(F)36=-738(F)37=-738(F) 18)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-9=-20,1-5=-14,5-9=-54 Concentrated Loads(Ib) Vert:13=-738(F)21=-738(F)22=-738(F)23=-738(F)24=-738(F)25=-738(F)26=-738(F)27=-738(F)28=-805(F)29=-738(F)30=-805(F)31=-715(F)32=-715(F) 33=-715(F)34=-715(F)35=-715(F)36=-738(F)37=-738(F) 19)3rd Dead+0.75 Roof Live(unbalanced)+0.75 Uninhab.Attic Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-9=-20,1-5=-44,5-9=-14 Concentrated Loads(Ib) Vert:13=-686(F)21=-686(F)22=-686(F)23=-686(F)24=-686(F)25=-686(F)26=-686(F)27=-686(F)28=-805(F)29=-686(F) 30=-805(F)31=-665(F)32=-665(F)33=-665(F)34=-665(F)35=-665(F)36=-686(F)37=-686(F) 20)4th Dead+0.75 Roof Live(unbalanced)+0.75 Uninhab.Attic Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-9=-20,1-5=-14,5-9=-44 Concentrated Loads(Ib) Vert:13=-686(F)21=686(F)22=-686(F)23=-686(F)24=-686(F)25=-686(F)26=-686(F)27=686(F)28=-805(F)29=-686(F) 30=-805(F)31=-665(F)32=-665(F)33=-665(F)34=-665(F)35=-665(F)36=-686(F)37=-686(F) 21)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-6,1-5=17,5-9=27 Horz:1-5=-25,5-9=35 Concentrated Loads(Ib) Vert:13=-400(F)21=-400(F)22=-400(F)23=-400(F)24=-400(F)25=-400(F)26=-400(F)27=-400(F)28=-805(F)29=-400(F) 30=-805(F)31=-388(F)32=-388(F)33=-388(F)34=-388(F)35=-388(F)36=-400(F)37=-400(F) 22)Reversal:Dead+0.6 MW FRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-6,1-5=27,5-9=17 Horz:1-5.35,5-9=25 Concentrated Loads(Ib) Vert:13=-400(F)21=400(F)22=-400(F)23=-400(F)24=400(F)25=-400(F)26=-400(F)27=400(F)28=-805(F)29=-400(F) 30=-805(F)31=-388(F)32=-388(F)33=-388(F)34=-388(F)35=-388(F)36=-400(F)37=-400(F) 23)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-20,1-5=-29,5-9=3 Horz:1-5=15,5-9=17 Continued on nage 4 � 1 A WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MR-7473 rev.1003/2015 BEFORE USE. Design valid for use only wilt)Milekr)connectors.This design Is based oNy upon parameters shown,and is for(in kxiivldual building component,not a truss system.Before use,the txakNrsg designer must verify the applicability of design paaneters and ploirirly fncorrxrato this design Into the overall building design. Bracing indicated Is to prevent buckling of NidNkival truss web and/oi chord members oNy. Addikornal temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with posstle personal Irlf ury and property damage. tot general guidance regarding the fabrication.storage,delivery,erection arra tracing of trusses and In rks systems,seeANSI/TPI1 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available harp truss elute institute.218 N.Lee Sheer.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type 4Qty Ply Tidewater-Atlantic Beach House-RC T9875817 J160506 All TRIPLE HOWE 1 3 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:42:41 2016 Page 4 ID:dBNIsLOXRg81 LPEPgnMmZydo9k-MRtUD6iLpV?2JSKSgvgyogN1OfwoPFv5g8QWRNyJ?Yi LOAD CASE(S) Standard Concentrated Loads(lb) Vert:13=-386(F)21=-386(F)22=-386(F)23=386(F)24=386(F)25=-386(F)26=-386(F)27=-386(F)28=-805(F)29=-386(F)3C -805(F)31=-374(F)32=-374(F) 33=-374(F)34=-374(F)35=-374(F)36=-386(F)37=-386(F) 24)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-9=-20,1-5=3,5-9=-29 Horz:1-5=-17,5-9=-15 Concentrated Loads(Ib) Vert:13=-386(F)21=-386(F)22=-386(F)23=-386(F)24=-386(F)25=-386(F)26=-386(F)27=-386(F)28=-805(F)29=-386(F)30=-805(F)31=-374(F)32=-374(F) 33=-374(F)34=-374(F)35=-374(F)36=-386(F)37=-386(F) 25)Reversal:Dead+0.6 MW FRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-9=-6,1-5=42,5-9=42 Horz:1-5=-50,5-9=50 Concentrated Loads(Ib) Vert:13=-400(F)21=400(F)22=-400(F)23=-400(F)24=-400(F)25=-400(F)26=-400(F)27=-400(F)28=-805(F)29=-400(F)30=-805(F)31=-388(F)32=-388(F) 33=-388(F)34=-388(F)35=-388(F)36=-400(F)37=-400(F) 26)Reversal:Dead+0.6 MW FRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-9=-6,1-5=24,5-9=24 Horz:1-5=-32,5-9=32 Concentrated Loads(Ib) Vert:13=-400(F)21=-400(F)22=-400(F)23=-400(F)24=-400(F)25=-400(F)26=-400(F)27=-400(F)28=-805(F)29=-400(F)30=-805(F)31=-388(F)32=-388(F) 33=-388(F)34=-388(F)35=-388(F)36=-400(F)37=-400(F) 27)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-9=-20,1-5=-15,5-9=-15 Horz:1-5=1,5-9=-1 Concentrated Loads(Ib) Vert:13=-386(F)21=-386(F)22=-386(F)23=-386(F)24=-386(F)25=-386(F)26=-386(F)27=-386(F)28=-805(F)29=-386(F)30=-805(F)31=-374(F)32=-374(F) 33=-374(F)34=-374(F)35=-374(F)36=-386(F)37=-386(F) 28)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-9=-20,1-5=-15,5-9=-15 Holz:1-5=1,5-9=-1 Concentrated Loads(Ib) Vert:13=-386(F)21=-386(F)22=-386(F)23=-386(F)24=-386(F)25=-386(F)26=-386(F)27=-386(F)28=-805(F)29=-386(F)30=-805(F)31=-374(F)32=-374(F) 33=-374(F)34=-374(F)35=-374(F)36=-386(F)37=-386(F) 29)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MW FRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-9=-20,1-5=-55,5-9=-31 Horz:1-5=11,5-9=13 Concentrated Loads(Ib) Vert:13=-640(F)21=-640(F)22=-640(F)23=-640(F)24=-640(F)25=-640(F)26=-640(F)27=-640(F)28=-805(F)29=-640(F)30=-805(F)31=-620(F)32=-620(F) 33=-620(F)34=-620(F)35=-620(F)36=-640(F)37=-640(F) 30) Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1.9.20,1-5=-31,5-9=-55 Horz:1-5=-13,5-9=-11 Concentrated Loads(Ib) Vert:13=-640(F)21=-640(F)22=-640(F)23=-640(F)24=-640(F)25=-640(F)26=-640(F)27=-640(F)28=-805(F)29=-640(F) 30=-805(F)31=-620(F)32=-620(F)33=-620(F)34=-620(F)35=-620(F)36=-640(F)37=-640(F) 31)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-9=-20,1-5=-45,5-9=-45 Horz:1-5=1,5-9=-1 Concentrated Loads(Ib) Vert:13=-640(F)21=-640(F)22=-640(F)23=-640(F)24=-640(F)25=-640(F)26=-640(F)27=-640(F)28=-805(F)29=-640(F) 30=-805(F)31=-620(F)32=-620(F)33=-620(F)34=-620(F)35=-620(F)36=-640(F)37=-640(F) 32)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-9=-20,1-5=-45,5-9=-45 Horz:1-5=1,5-9=-1 Concentrated Loads(Ib) Vert:13=-640(F)21=-640(F)22=-640(F)23=-640(F)24=-640(F)25=-640(F)26=-640(F)27=-640(F)28=-805(F)29=-640(F) 30=-805(F)31=-620(F)32=-620(F)33=-620(F)34=-620(F)35=-620(F)36=-640(F)37=-640(F) � I A WARNING•Verity design parameters and READ NOTES ON THIS AND WCLUDED MITEK REFERANCE PAGE MS-7473 rev.1009/2015 BEFORE USE Design valid for use only with Mink&connectors.this design Is based only upon parameters shown,and Is for an irdiivkdual building component.not a truss system.Before use,the bulking designer must verify the applicability of design parameters and proixaly porate 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 Infuy and properly dcxnage. For general guidance regarding the kixk:atkxn,storage,rkNlvery,erection and Irach°of Inrees and truss systems,seeANSl/lPl I Quality Criteria.DSB-$9 and SCSI Building Component 6904 Parke East Blvd. Safely information available hum truss Plate institute.218 N.Lee Street.Suite 312,Alexarrdnla,VA 22314. Tampa,FL 33610 Job -Truss Truss Type ' lOty Ply Tidewater-Atlantic Beach House-RC T9875818 J160506 601 Common Supported Gable 2 1 ' _ ,Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 a Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:42:42 2016 Page 1 ID:dBNIsL9XRg81_LPEPgnMmZydo9k-gdDsOSjzao8vxcvfOdBBLuw?R2RS8t4FvoA3_pyJ?Yh -1-4-0 10-3-7 20-6-12 1-4-0 I 10-3-7 I 10-3-5 4x4= Scale=1:50.1 8 7 9 9.00 12 6 10 • • 5 11 3x6 II 12�14 3x6 II 3 4 13 141 2 �� 1rn 1 �[l." ...... •................ ..........." ..... ........."' to 3x63x6 24 23 22 21 20 19 18 17 16 15 3x4— 20-6-12 20-6-12 Plate Offsets(X,Y)-- 13:0-0-3,0-0-121,113:0-0-3,0-0-121,114:Edge,0-3-9] LOADING (psi) 1 SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP • TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 1 Nr 90 • MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 1 Nr 80 BCLL 0.0 * Rep Stress Incr YES WB 0.23 Horz(TL) 0.01 14 Na Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH Wind(LL) 0.00 1 Nr 120 Weight:138 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 20-6-12. (Ib)- Max Horz 2=294(LC 11) Max Uplift All uplift 100 lb or less at joint(s)2,14 except 20=-124(LC 12),21=-133(LC 12),22=-124(LC 12), 24=-125(LC 12),18=-123(LC 12),17=-136(LC 12),16=-112(LC 12),15=-177(LC 12) Max Gray All reactions 250 lb or less at joint(s)2,14,19,20,21,22,24,18,17,16,15 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 7-8=-244/275,8-9=-244/275 WEBS 3-24=-256/198 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;6=4511;L=24ft;eave=2ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)-1-5-1 to 1-6-15,Exterior(2)1-6-15 to 10-3-7,Comer(3)10-3-7 to 13-3-7 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)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.0psf 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. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,14 except (jt=lb)20=124,21=133,22=124,24=125,18=123,17=136,16=112,15=177. 1 N mit 0 WARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid la use only with Mllekti connectors.this design Is based only upon parameters shown,and is for an kxilvIdual building component,not a truss system.Belae use-the building designer must verity the applicability of design parameters and properly Inc,v xxato Bits dosiltn kilo the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional leirip>wry and permanent bracing Wreak' Is always required for stability and to prevent collapse with possible le personal bkpg and property damage. For general guidance regarding the kstxbntkin,starale,delivery.erection and brach()of nurses and truce systems,se0ANSI/1PI1 Quality Crltenla,DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information uvaYulre burn truss Flute Institute,216 N.Lee Street,Suite 312,Alexandria,VA 22314. Tanpa.FL 33610 Job Truss Truss Type • 'Qty Ply Tidewater-Atlantic Beach House-RC T9875819 J160506 802 Common 11 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:42:43 2016 Page 1 ID:dBNIsL9XRg81_LPEPgnMmZydo9k-IpnEenjbL6GmYmUrxKiQt5T7W Sg 1 tHgO8SvcW GyJ?Yg 1.4.0 5-3-7 10-3-7 15-3-7 20-6-12 I 1-4-0 I 5-3-7 5-0-0 I 5-0-0 5-3-6 l 5x5= Scale=1:50.0 5 i ilk i 19 N21 9.00 i 1.5x4\\ 4 4x4�i 32 \ om -� 10 22 23 9 5x5= 3x4= 3x6 II 4x7 t 6-11-7 13-7-7 20-6-12 6-11-7 I 6-7-15 l 6-11-5 I Plate Offsets(X,Y)-- 12:0-3-6,0-0-81 110:0-2-8,0-3-01 LOADING (pst) SPACING- 2-0-0 CSI. DEFL- in (lac) 1defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.10 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.17 9-10 >999 180 BCLL 0.0 ' 1 Rep Stress Incr YES WB 0.39 Horz(TL) 0.03 8 rVa n/a BCDL 10.0 j Code FBC2014/TP12007 Matrix-MSH Weight 118 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-10 oc purlins. BOT CHORD 2x4 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 2-0-0,Right 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 8=758/Mechanical,2=840/0-5-8 Max Horz 2=303(LC 11) Max Uplift 8=-366(LC 12),2.469(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1024/504,4-5=-1127/611,5-6=-1121/636,6-8=-1036/526 BOT CHORD 2-10=-288/847,9-10=-68/566,8-9=-292/725 WEBS 5-9=-285/549,6-9=-398/323,5-10=-276/558,4-10=-403/317 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsh h=25ft;B=45ft;L=24ft;eave=4f1;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-5-1 to 1-6-15,Interior(1)1-6-15 to 10-3-7,Exterior(2)10-3-7 to 13-3-7 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 fall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=366,2=469. a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10N3P2015 BEFORE USE. pa Design valid for use only with MitekQ.o connectors.Ns design Is based only upon parameters shown,and is for an indivId al building component.not a truss system.Before use.the bulking designer must verify the applicability of design parameters and properly Incorporate II is design Into the overall bullring 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 collgpa°with possible personal kiury and property damage. For general guidance regarding the 6904 Parke East Blvd.fabrication,storage.delivery,reaction and!loving of trees and trims syst ens,s rrANSI/tpl I Quality Criteria,DSB-89 and SCSI Bulldtng Component Safely Information available kern truss Hate Institute.2113 N.Lee Street.Suite 312.Alexandria.VA 21314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Tidewater-Atlantic Beach House-RC T9875820 J160506 B03 Common 5 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:42:44 2016 Page 1 I D:dBNIsL9XRg81_LPE PgnMmZydo9k-m0Lcr7kE600dAw31 V 1 DfQJ?CssxLcksYM6tA2iyJ?Yf 4-10-0 9-9-15 14-9-14 20-1-4 4-10-0 5-0-0 5-0-0 5-3-6 SxS= Scale=1:50.1 3 111: 9.00 /216 15 1.5x4\\ 1.5x4// 2 4 14 17 3x4 5x5 II 5 1 6 a, ii d3 N. IT 9 8 18 19 7 3x5= 5x5= 3x4= 3x6 II 6-5-15 } 13-1-15 } 20-1-4 6-5-15 6-7-15 6-11-5 Plate Offsets(X,Y)-- [8:0-2-8,0-3-01 I LOADING (psi) SPACING- 2-0-0 j CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.17 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 I BC 0.80 Vert(TL) -0.33 7-8 >730 180 BCLL 0.0 ' Rep Stress Incl YES WB 0.40 Horz(TL) 0.02 6 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight 111 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-9:2x6 SP No.2 SLIDER Right 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 6=735/Mechanical,9=735/Mechanical Max Horz 9=-308(LC 10) Max Uplift 6=-357(LC 12),9=-357(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-939/471,2-3=-986/572,3-4=-1079/621,4-6=-995/512,1-9=-730/399 BOT CHORD 8-9=-243/753,7-8=-54/537,6-7=-281/692 WEBS 3-7=-295/572,4-7=-394/321,3-8=-217/397,2-8=-322/293 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24It;eave=4ih Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.8-4 to 3-8-4,Interior(1)3-8-4 to 10-3-7,Exterior(2)10-3-7 to 13-3-7 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)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)except(jt=1b) 6=357,9=357. A WARNING-Welty design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.I0N3/2015 BEFORE USE. Design valid for use only with MI1oki)connectors.=his design is based only upon parameters shown,and Is for an Individual budding component.not a truss system.Before use,the building designer must verity the applicability of design parameters and properly klceip rate this design Into the overall bulking design- Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.AdawYona1 temporary and permanent bracing Malek' B always requked for stabllfy and to prevent collapse with passble personal ks ury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery.erection and bracing of tones aril in.res systems,seeANSI/1PI l Quality DS Criteria. B•89 and BCSI Building Component Safety Information available hour iruas Plate Institute,218 N.Lee Street.Suite 312.Alexi-01u VA 223 14. Tarrya-FL 33610 Job J Truss Truss Type Qty Ply Tidewater-Atlantic Beach House-RC 798758211 J160506 'CO1 Common Supported Gable 1 1 ;Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:42:44 2016 Page 1 ID:dBNIsL9XRg81_LPEPgnMmZydo9k-m0Lcr7kE6QOdAw31 V 1 DfQJ?15s1 ZcnOYM6fA2iyJ?Yf 5-6-0 11-0-0 5-6-0 5-6-0 4x4= Scale=1:44.5 4 9.00 12 113 2 6 3x4 11 3x4 II 1 1111. 14 13 12 11 10 9 8 3x4= 3x4= 11-0-0 11-0-0 Plate Offsets(X,Y)-- [8:Edge,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incl YES WB 0.20 Horz(TL) -0.00 8 n/a n/a BCDL 10.0 j Code FBC2014/TPI2007 Matrix-SH Weight:82 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 11-0-0. (Ib)- Max Horz 14=308(LC 11) Max Uplift All uplift 100 lb or less at joint(s)except 14=-300(LC 10),8=-296(LC 11),12=-i24(LC 12),13=316(LC 11),10=-124(LC 12),9.312(LC 10) Max Gray All reactions 250 lb or less at joint(s)12,10 except 14=366(LC 11),8=362(LC 10),11=254(LC 12), 13=450(LC 10),9=446(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-228/299,4-5=-226/297 WEBS 2-13=-266/259,6-9=-265/258 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0pst;h=25ft;B=45ft;L=24ft;eave=2tt;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 5.6.0,Corner(3)5-6-0 to 8-6-0 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)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 300 lb uplift at joint 14,296 lb uplift at joint 8,124 lb uplift at joint 12,316 lb uplift at joint 13,124 lb uplift at joint 10 and 312 lb uplift at joint 9. t f 0 WARNING•VaAry darrpn parameters and READ NOTES ON THIS AND INCLUDED PARER REFERANCE PAGE Mp-7473»v.10N3/2015 BEFORE USE. Design valid for use only with MITekrya connectors.This design Is based oily upon parameters shown,and is for an individual bolding component,not a truss system.Before use,the bulking designer must verify the appllcabllty of design parameters and properly incorporate his 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 tins ktek-ntinny storage,deNvery,erection and Wring of Maws and truss systems,se.ANSI/1PI1 Quality Crrterla.DS8-89 and BCSI BuNding Component 6904 Parke East Blvd. Safely Information available floor truss Plate institute,218 N.Lee Street,Suite 312,PlexarKkla.VA 22314. Tampa,FL 33610 • Job ,Truss Truss Type Qty Ply Tidewater-Atlantic Beach House-RC T9875822 J160506 I CO2 Common Girder !1 1 [Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 S Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:42:46 2016 Page 1 ID:dBN1sL9XRg81 .LPEPgnMmZydo9k-iOTNGpmUeleLPDDQdSG7Vk5dXgfp4cirgQ8H7byJ?Yd 5-6-0 11-0-0 5-6-0 5-6-0 4x4= Scale:i/4'=1' 2 9.00 12 3x8 1 3x8 3 1 s 1 � � ■ 1 •_4 7 8 9 10 11 6 5 4 3x10 11 8x8- 3x10 1'1 Special 5-6-0 11-0-0 5-6-0 5-6-0 Plate Offsets(X,Y)-- 15:0-4-0,0-6-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.04 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 1Vert(TL) -0.07 5-6 >999 180 BCLL 0.0 * Rep Stress Ina NO WB 0.57 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:90 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-4 oc purlins, BOT CHORD 2x8 SP No.1D except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=2314/0-5-8,4=2056/0-5-8 Max Horz 6=-320(LC 6) Max Uplift 6=-1166(LC 8),4=-1035(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1380/756,2-3=-1379/756,1-6=-1493/785,3-4=-1494/786 BOT CHORD 5-6=-319/282 WEBS 2-5=-677/1303,1-5=-593/1141,3-5=-595/1145 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 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 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1166 lb uplift at joint 6 and 1035 lb uplift at joint 4. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)716 lb down and 377 lb up at 1-1-6,715 lb down and 377 lb up at 3-1.6,715 lb down and 377 lb up at 5-1.6,and 715 lb down and 377 lb up at 7-1-6,and 715 lb down and 377 lb up at 9-1-6 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-54,4-6=-20 Concentrated Loads(Ib) Vert:7=-716(B)8=-715(B)9=-715(B)10=-715(B)11=-715(B) l r A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10/V312015 BEFORE USE. Design valid for use oily with MITeksS 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 property Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required kr stability and to prevent collapse with poss&rie personal inksy and properly damage. For general guidance regarding the latvkeatkn,storage,delivery,erection and bracing of tames aryl tam systems reeANSI/IP11 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely Informalion available Korn buss Nate institute.216 N.Lee Street Suite 312.AlexurrJlu.VA 22314. Tampa,FL 33610 Job Truss Truss Type 'Qty Ply Tidewater-Atlantic Beach House-RC T9875823 J160506 DO1 Common Supported Gable 1 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:42:47 2016 Page 1 I D:dBNIsL9XRg81_LPEPgnMmZydo9k-Bb 11 U9m6PLmC 1 NocAAnM2xdgx38hpBA_33tgf1 yJ?Yc -1-4-0 6-6-0 13-0-0 1-4-0 I 6-6-0 6-6-0 Scale=1:24.3 4x4= —• 4.00 FIT 5 4 pi! 6 6x6 I I 16 19 20 N 3 7 II II 8 3x4 d b 3x4 17 3x4 N N 'Z , Iii 9 11 filigi I1116, 0, ]I [ -Pr i 16 15 14 13 12 11 10 2x5 ! 13-0-0 13-0-0 Plate Offsets(X,Y)-- 13:0-4-1,0-2-41 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.00 1 nlr 90 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 1 nlr 80 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(TL) -0.00 10 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 Matrix-SH Wind(LL) 0.00 1 rVr 120 Weight:60 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 13-0-0. (Ib)- Max Horz 16=88(LC 11) Max Uplift All uplift 100 lb or less at joint(s)10,13,14,15,12 except 16=-174(LC 12),11=-101(LC 12) Max Gray All reactions 250 lb or less at joint(s)16,10,13,14,15,12,11 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-16=-166/402 WEBS 4-14=-119/258,6-12=-113/251,7-11=-129/271 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25tt;B=45ft;L=24ft;save=2f1;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)-1-4-9 to 1-7-7,Exterior(2)1-7-7 to 6-6-0,Comer(3)6-6-0 to 9-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,13,14,15, 12 except(jt=lb)16=174,11=101. 0 WARNING•Verily design parameter and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M1•7/77 rev.1603/2015 BEFORE USE Mt Design valid for use only with Mllebto connectors.This design Is txrzed only upon parameters shown-and Is for an Indlvkkxrl bolding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall balding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required tot stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabbdcatkrn.storage,delivery,erection and bracing of mimes and truss systems,sof/ANSI/711 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BNd. Safety Information available Born hues Hate Institute,218 N.Lee Street.Stile 3IZ Alexandria VA 22314. Tampa.FL 33610 v i Job Truss Truss Type Qty Ply Tidewater-Atlantic Beach House-RC T9875824 'J160506 D02 COMMON 7 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:42:47 2016 Page 1 ID:dBNIsL9XRg81_LPE PgnMmZydo9k-Bbl I U9m6PLmC 1 NocAAnM2xdn?31 TpAy_33tgf 1 yJ?Yc -1-4-0 6-5-15 13-0-0 I 1-4-0 I 6-5-15 I 6-6-1 Scale:112-=1' 5x5= 3 4.00 FE t 10 9 11 a 6 5x5 a 4 2 d 1 . X� d - vI 6 71 ox10= 4x10 5 2xx4 II 6-5-15 13-0-0 I 6-5-15 I 6-6-1 Plate Offsets(X,Y)-- 17:Edge,0-8-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.04 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.09 5-6 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.13 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 ; Code FBC2014/TP12007 Matrix-MSH Weight:65 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=558/0-5-8,5=465/0-5-8 Max Horz 7=93(LC 11) Max Uplift 7=-336(LC 12),5=-224(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-667/422,3-4=-663/433,2-7=-500/487,4-5=-407/349 BOT CHORD 6-7=-278/267 WEBS 2-6=-179/353,4-6=-166/367 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft B=45ft;L=241t;eave=oft Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-9 to 1-7-7,Interior(1)1-7-7 to 6-5-15,Exterior(2)6-5-15 to 9-5-15 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) 7=336,5=224. lit 0 WARNING•V.Aly dalgn paramNas and READ NOTES ON THIS AND INCLUDED AREA REFERANCE PAGE MA-7473 rev.1003/1015 BEFORE USE. Design valid for use only with MlieklS connectors.Its design Is based only upon parameters shown,and is for an Individual building component.not a truss system.Before use,the txitdi ng designer must verify the applicability of design parameters and properly incorporate this design Into the overall btlding design. Bracing indicated Is to prevent buckling ofindividual truss web and/or chord members only.Additional temporary and permanent bracing MeV k' Is always required for stability and to prevent caliche with possible personal ktltay and property damage. For general guldax a regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and hrncinn of tes and Buss systems.seeANS1/lPI l Quality Criteria.058-89 and SCSI Building Component Safety Information uvuNalile horn truss Nate institute.218 N.Lee Sheet Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty !Ply Tidewater-Atlantic Beach House-RC T9875825 J160506 J01 Diagonal Hip Girder 2 I 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:43:04 2016 Page 1 ID:dBNIsL9XRg81_LPEPgnMmZydo9k-BsYA2z_mPZvoa_btgEaLEXgjzwpQlpl UzDVElYyJ?YL -1-10-10I 5-0-5 9-10-1 I ' 1-10-10 5-0-5 4-9-12 4 Scale=1:23.0 NAILED /1► NAILED 13 4.2412 I NAILED 3x4 NAILED 3 12 t� NAILED I • NAILED 11 I 2 " ow -- ,I� Ir I1 I " II :a 1 I♦ 14 15 16 6 7 NAILED NAILED 1.5x4 II NAILED 5 2x5_ NAILED NAILED NAILED 3x4_ 5-0-5I 9-10-1 5-0-5 4-9-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.05 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.11 6-7 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.31 Horz(TL) 0.01 5 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH I Weight:43 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-8-3 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 4=130/Mechanical,2=518/0-7.6,5=321/Mechanical Max Horz 2=226(LC 8) Max Uplift 4=-127(LC 8),2=-254(LC 8),5=-138(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-750/274 BOT CHORD 2-7=-345/660,6-7=-345/660 WEBS 3-7=0/282,3-6=-715/374 NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=4511;L=2411 eave=4ft;Cat. 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 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 127 lb uplift at joint 4,254 lb uplift at joint 2 and 138 lb uplift at joint 5. 6)'NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-8=-20 Concentrated Loads(Ib) Vert:13=-75(F=-38,B=-38)15=-7(F=-3,B=-3)16=-59(F=-30,B=-30) o WARNING-Vivify y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rot,.14/03/20r5 BEFORE USE. 1 Mit Design valid for use only with MI1ekto connectors.This design Is based only upon parameters shown,and Is for an IndlvkAxH b ukiing component.not a truss system.Belae use,the building designer must verily the applicability Nlty of design parameters and properly incorpx trate this design Into the overall bulldog design. Bracing Indicated Is to prevent buckling of Indvldual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* Is always required for stabB ly and to prevent collapse with passible personal injury and property damage. For general guidance regardng the kW-wlcaikxt,storage,delivery,ereclkrt god b eleix1 of trusses and tams systams,e eANSI/TPI1 Quality Criteria.DSB-89 and SCSI Buliding Component 6904 Parke East Blvd. Solely Information available kaon lours Nato Institute.218 N.Lee Street.Sults 3IZ Alexandria VA 22314. Tampa,FL 33610 • . Job Truss Truss Type Qty Ply Tidewater-Atlantic Beach House-RC T9875826 J160506 IJ02 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:43:04 2016 Page 1 ID:dBNIsL9XRg81_LPEPgnMmZydo9k-BsYA2z_mPZvoa_btgEaLEXgmnwxfIt7UzDVEIYyJ?YL -1-4-0 1-0-0 1-4-0 i 1.0-0 I Scale=1:7.8 3 , d 6.00 12 �� z , 1 a 1 .IM., 4 2x4= I 1-0-0 I 1-0-0 Plate Offsets(X,V)-- [2:0-4-4,0-0-7] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) 0.00 7 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 2 Na n/a BCDL 10.0 Colo FBC20141TPI2007 Matrix_MSH Weight:6 lb FT=20°'0 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) 3=-2/Mechanical,2=166/0-5-8,4=-15/Mechanical Max Horz 2=78(LC 12) Max Uplift 3=-3(LC 9),2.183(LC 12),4=-15(LC 1) Max Gray 3=16(LC 12),2=166(LC 1),4=37(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=4511;L=2411;eave=oft;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 tit 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 3 lb uplift at joint 3,183 lb uplift at joint 2 and 15 lb uplift at joint 4. 1 I 0 WARNING-Welk design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10032015 BEFORE USE Mil. Design valid for use only with Mllekb connectors.this design Is based only upon parameters shown,and Is for an individual holding component.not a truss system.Before use,the bulling designer must verify the applicability of design parameters and properly incorporate this design Into the overall bulking design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" B always requked for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Bud. kdlrtratkrn,storag n.delFvery,erection and Iran kr j of hues and Mm systems.seeANSI/TPl l Quality Criteria.DSB-89 and SCSI Building Component Safely Information avaluble horn Truss Plate immure.lure.118 N.Lee Street.Sulk:312.Alexardlrka.VA 22314. Tampa,Ft.33610 Job Truss !Truss Type Qty Ply Tidewater-Atlantic Beach House-RC T9875827 J160506 J03 Corner Jack 4 1 Job Reference(optional) _ Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:43:05 2016 Page 1 I D:dBNIsL9XRg81_LPEPgnMmZydo9k-f26YFJ_PAtt eBBA4Ey5amkNxXKGD1 KNdBtEnl_yJ?YK -1-4-0 3-0-0 1.4.0 3-0-0 Scale=1:12.8 3 6.00 F1F 8 W 2 r 1 ,, 4 2x4= 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:12 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 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=61/Mechanical,2=202/0-5.8,4=29/Mechanical Max Horz 2=127(LC 12) Max Uplift 3=-53(LC 12),2=-153(LC 12) Max Gray 3=64(LC 17),2=202(LC 1),4=51(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsh h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 2-11-4 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.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 53 lb uplift at joint 3 and 153 lb uplift at joint 2. 4 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED ADM(REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mllek®u 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 blldng 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 Wry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and traclnn of trus,and tnrss syst.rns,wsysANS1/IPtI Quality Criteria.DSB-89 and SCSI Butding Component 6904 Parke East Blvd. Safety Information 11 truss Nate Institute.218 N.Lee Street.Stile 312,Alexandria.VA 22314. j Tampa.FL 33610 e r. p Job Truss I Truss Type Qty Ply Tidewater-Atlantic Beach House-RC T9875828 J160506 J04 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:43:05 2016 Page 1 ID:dBNIsL9XRg81_LPE PgnMmZydo9k-f26YFJ_PAtt eB8A4Ey5amkNtLKCW/KNdBtEnl_yJ?YK -1-4-0 5-0-0 1.4.0 I 5-0-0 i Scale=1:18.3 3 , i 6.00 FiT N 9 .N N 8 2 , 1 ,/ 4 k, 2x5= I 5-0-0 5-0-0 Plate Offsets(X,Y)-- )2:0-2-10,0-1-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.47 Vert(LL) 0.05 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 1 Vert(TL) -0.07 4-7 >832 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 I Horz(TL) -0.01 3 rVa n/a BCDL 10.0 j Code FBC2014/TPI2007 Matrix-MSH Weight:18 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3.114/Mechanical,2=269/0-5-8,4=58/Mechanical Max Horz 2=177(LC 12) Max Uplift 3=-105(LC 12),2.165(LC 12),4=-2(LC 12) Max Gray 3=117(LC 17),2=269(LC 1),4=89(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsf;h=2511;8=45ft;L=24ft;eave=4lt;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 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.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 105 lb uplift at joint 3,165 lb uplift at joint 2 and 2 lb uplift at joint 4. i d 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.1003/2015 BEFORE USE 1dt Design valid for use only with MITekg connectors.this design Is based only upon parameters shown,and Is for an individual balding component,not a truss system.Betore use-the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall buldng design. Bracing Indicated Is to prevent buckling of IndMdud truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required tor stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the IM.irtcathn,stnrar5e,delivery,erection and bracing of In mixt.and bun systems,see.ANSI/1PI I Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available horn muss Nate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 33610 • rt Job Truss Truss Type Qty Ply Tidewater-Atlantic Beach House-RC T9875829 J160506 J05 Jack-Open 11 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 S Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:43:06 2016 Page 1 I D:dBNIsL9XRg81_LPEPgnMmZydo9k-7EgxT1?1 xA9Vpl kGofdpJywxEjV W mncnQX_KgQyJ?YJ -1-4-0 7-0-0 11 1-4-0 7-0-0 Scale=1:23.4 3 • 6.00112 8 2 4 3x4= I 7-0-0 7-0-0 Plate Offsets(X,Y)-- 12:0-0-12,0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.17 4-7 >500 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.28 4-7 >297 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) 0.02 3 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (lb/size) 3=165/Mechanical,2=340/0-5-8,4.84/Mechanical Max Horz 2=228(LC 12) Max Uplift 3=-154(LC 12),2=-184(LC 12),4=-6(LC 12) Max Gray 3=169(LC 17),2=340(LC 1),4=126(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsf;h=251t;B=45ft;L=24ft;eave=4lt Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 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 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 154 lb uplift at joint 3,184 lb uplift at joint 2 and 6 lb uplift at joint 4. 0 WARNING-Verily design parmwfsrs and READ NOTES ON TNIS AND INCLUDED MITEK REFERANCE PAGE MI47473 rev.100312015 BEFORE USE n Design valid for use only with Mileka connectors.Ibis design Is based only upon parameters shown.and Is for an IndMdual bulding component.not a truss system.Before use,the balding designer must verify the ap plicablity of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual huss web and/or chord members only.Additional temporary and permanent tracing MiTek* is always required for stability and to prevent collapse with possible personal infix,/and property damage. For general guidance regarding the kitxiootion,storage.delivery,erection and bracing of trusses and Inns systems, +ANSI/IPI l Qualify Criteria.DSB-89 and BCSI Bullring Component 6904 Parke East Blvd. Safely information available horn Koss Nate Institute.218 N.Lee Street.Srlie 312.Alexandria.VA 22314. Tampa.FL 33610 M Ir Job Truss Truss Type Qty Ply Tidewater-Atlantic Beach House-RC I 798758301 J160506 MO1 GABLE 1 1 Job Reference(optional) Manning Building Supplies. Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:43:07 2016 Page 1 ID:dBNIsL9XRg81_LPEPgnMmZydo9k-bREJg?OfiUHMRSJSLN82s9SGR7ykVEEW IBjuMtyJ?YI -1-4-0 13-6-12g I 1-4-0 I 13-6-12 10-1-8 Scale:1/Y=1' 17 8 9 10 2.15 NT 7 Y 6 Y 5 3x4 4 Y 3 11101111111111.11111111r. in lige 211. r Y 1011111111 i '� BI AIMII II.............................: is ;:•:•:❖:•:•:❖:•: !:•:❖:•:•:❖:•:❖:•:•:.*::•::•: ;: i*:•:❖:•:•:•:•:•*: ; ❖: 3x6 3x4- 16 15 14 13 12 11 13-6-12 1 13-6-12 Plate Offsets(X,Y)-- 12:0-2-4,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.00 9 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.00 9 rVr 120 BCLL 0.0 * Rep Stress lncr YES WB 0.04 Horz(TL) -0.00 11 n/a n/a BCDL 10.0 L Code FBC20141TP12007 Matrix-SH i I Weight:581b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 13-6-12. (Ib)- Max Horz 2=160(LC 9) Max Uplift All uplift 100 lb or less at joint(s)11,15 except 2=-193(LC 8),12=-i05(LC 8),13=-106(LC 8), 14=-i10(LC 8),16=-154(LC 8) Max Gray All reactions 250 lb or less at joint(s)2,11,12,13,14,15,16 . FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=2fh Cat. II;Exp D;End,GCpi=0.18;MWFRS(directional)and C-C Corner(3)-1.4-5 to 1-7-11,Exterior(2)1-7-11 to 13-8-4 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)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)All plates are 1.5x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11,15 except (jt=lb)2=193,12=105,13=106,14=110,16=154. • 1 � 0 WARNING-Va tly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M10-7473 rev.10/03/2015 BEFORE USE. ill Design vdId for use only with MltekQs connectors.this design Is baud only upon parameters shown,and is for an individual building component,not a truss system.Before use,the bulking designer must verify the appllcabliIiy of design parameters and properly Incorporate fids design Into the overall buidhng design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional ternpxrary aril permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Inlay and property damage. For general guidance regarding the fahrk-atInn,storage,delivery,erectIo n and braairxt of tames and truss systems,seeANSI/IPI r Quality Crtierla,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely Information available horn Truss Nate Institute.2111 N.Lee Street.Stale 312,Alexaxdrki VA 22314. __-_ __— j Tampa.FL 33610 II ![ t Job Truss Truss Type Oty Ply Tidewater-Atlantic Beach House-RC T9875831 J160506 M02 MONOPITCH 8 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Nov 15 07:43:08 2016 Page 1 ID:dBNIsL9XRg81_LPEPgnMmZydo9k-3dohuLl HToPD2cuev4fHON?N2XBAEXA4urTRuJyJ?YH -1-4-0 7.5.6 13-6-12 131-8.4 1-4-0 7-5-6 6-1-6 0-1-8 Scale=1:24.4 3x4 I I 5 6 2.15 12 13 3x4 4 3x4cTS 3 2 t1.‘ - w ME 5x5 I 8 7 1.5x4 II 4x4= 7-5-6 13-6-12 7-5-6 6-1-6 Plate Offsets(X,Y)-- [2:0-2-13,0-3-4) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.07 8-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.13 8-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.70 Horz(TL) 0.03 7 n/a rVa BCDL 10.0 j Code FBC2014/TPI2007 Matrix-MSH Weight:61 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-9-12 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 7=497/Mechanical,2=573/0-3-8 Max Horz 2=183(LC 11) Max Uplift 7=-361(LC 8),2=-450(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1088f724 BOT CHORD 2-8=-732/1071,7-8=-732/1071 WEBS 4-8=0/270,4-7=-10681770 NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24lt;eave=4ih Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-5 to 1-7-11,Interior(1)1-7.11 to 13-8-4 zone;cantilever lett 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 psi bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7=361,2=450. 0 WARNING-Verily*reign paramours and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rem 10'031201S BEFORE USE mit Design valid for use only with MiTeldo connectors.This design Is based only upon parameters shown.and Is for an hdivkkral balding component,not a truss system.Before use,the building designer muni verity the applicability of design parameters and properly incorporate this design Into the overall balking design. (riming indicated is to prevent buckling W Individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the to rtcatkrn,storage,delivery.mention and bracing of huffs and tram systems.seeANS1/IM 1 Quality enteric.DSB-69 and BCSI Building Component 6904 Parke East Bbd. Safely Information avcillable from buss r'Iate Institute,218 N.Lee Street Stile 312,Aiexcalcklo,VA 22314. 1 Tampa,FL 33610 -a 773 Cn ccnn W c.o, . D . N m a ♦ --r 0 - ft* 5 3 kw O ^^ cn o fl G () .. Q CO •i-� m m n CT ()=003p-0Z 7 ° ca= `-0Q9Q D = 5 1 -I 0 D °�Q(flmo -- o o o O a)5 (0D (�Qfl z 3m z N °(00--,wo KDm�5 �:o0-a 0 �o� s mQ W m -0olaN (0_ a�_� � �_ z C00r2Q o 3 an N-N= Q O C• -Xi0 N 0 7y m a (D K (D (yD x Ly < (Din (D 0 Ooao (Da co �� QC3Q D (Oy3Q o ao ON ��"OQD 0 QCQ 5. 3��m ° mom ° ° m �6 O ao � 3 Q � aO cam ° y (� Q m Q O O ° ., am m COQ WOn- nQ ��y Z QOc (D (I 00 ' 83 0-3 QQO Z v, n(nw03, .0000. 00-,* 3 (D (3 �_a OQ N ° ceno -1 m �o �Q °Q oCD �Q.0 (i)-g-0 � O0 3o a°-j9- > QoZ3 � oa<7 30 (Dv =a Om c° p (D° (D O 5 "" 0 c(QQO W Q'(Qc qH 11• yN < O (QnN (D (Do yQ ..-F 3 O v, Q(Qa0_40 033 aiN 3 (D(pQ c -. O 56Q 0 3 Q O K r 3 C 7 a�(Q O • -74 m N r -I m m v z O -"D TOP CHORD F vn3 cc �� (n) o Ko rt'0' (A (A W�_ Z ® Z D 6p� so C mO yZvui 3' Q 7 to :---i-' .'-7i (7 N N O D C (D CD • W 0 CD N cmn m CD 0 m Z m m 6 �� O Q N? _ O m A Q 6) 0 ( 7 N a W <n rr,O N w N A W•. cr (D T N A)j 77 cp' (v N r N v D O n /11 (p (D c 2 3 m D .•r = N �V A D< (p �' N v(Di N d 2 A ^' A Z O Q • O o H 3 n o OQ co v =° W.0 < "' (-) li m �/p 3 m I 0 - Q cn N o O £ O n O p. w O N co 0 �V ' n (n N Z ?,_ m j. c) 40 0 (Q 2 _ ° z x0 Qy < z (U 0 0w 3 8 (Dm (n O (r, 11744 H w _o m TOP CHORD a - 8 .O o, v P (n A w N 7, O -o O> ' P (T A W N g- 10> >0 p U m C j p (7 Q co 5E A(p n s; C p Z ~ Q D ff zm 0=e o.<$ - -08 0 0 0$ pc Qs p.p 0 0 a)z s4.p .-0 o< QQQ£ ? (5a 3 v_,N. oa_. Q u3 > T4 0 0-3 ocu 3-°3 F fi m p o °E< �m 0' -c0 --0(Ti o - oo J ,,,43 .n .-g O ao E DD wpm 3 33 5(1. 0- o Q () --„ID coif �(p o < (mi _. 07 yy az mH 3m _.o < SD-0 m mom 3m ro0cp 7b (Q o o m3 3 on 3o Q aoc c� v_. _x (pa o a- 3 o px Q, -1- V/ Jc n•(D Dmm a O-, O7 �� ((g(p Q• Q (per xm °jc Q(DW a -•m QO m� Om"5 0 O fp3m $ �>> O mQ n3a 70 _� n 3 (p3H m m (� c o(o -m pm �v� oo $ oo D m� ON H mm c�o, mH m� m3 ao 62fi oa a'CrgA. 3 xa -, O _` Amb -mm m a)Q oQ B ca -Q ac� pQ.p ao g2 ca� o Q90 Rm m�mc". p? 0D °R mo 4 (p,4. 3 Ns. o($ g 3(� urr, :Q8 ffco c� 2y 2. 3• (' (p 0O /1) -.0 c O Ohm (S. 5 c £ 7N 77 w c e p ¢ Ea 0 m-Z� Q o'�O ao. ,Q QN (•p ` \V QQ m moa Q $ n > Hff 0m 00 3o aac -p Q- A O.xp ag 7mc O-(a• Q: c _.° 0 0 — So u- c c ,< , 3 0 O o Q ab' m_Q 3 QE. a0o y �zy . ' C1C) R 2 mo- m23 c m m �p m ffa am o3 goo - 34. p6 am .< 0*r2pb �( 680 Q O m <_. �.a, tw 3 j a p 30 m v, ]p s-4,90 Z m (D 2- f.m Z p 0 0 p O_i p Q _ c - m(o o, n $ m ca 0 mm (p0_ b.. ' 0(p om aL' Q,8. (� a(° z5 ooa • _ Q �o 00 Q Fj v m 5Q. a Qy -06 'mc� mom' ao z -Qn 9. R (�o a� 00 `6 c C Q 3i `°o m m 5 O a '8. (3 c o� om -0u JQ8 R 0m of Q_a0 0 Q QQ 9- ° n p> a a) �u'c p �. 6 7zp O Q p• Q O (�U O J0 7 0c cp y co (I) M03 � ,� n� Z A.� <. m 3 QQ o Q. ma too' Vim' a,(D £ Q£ o$ m o o m- 8. o m 5-a- Qo 3 m m m (D(b. _� T. o (D m gO cm - 0 3g 60 9. a Q a) m0 m a a < 3 •-„ () O z a gfl 't. Q m aH mQ w (D O o a -t m I Builder: Job Information Tidewater Homes, LLC Job#: J160506 I3625 Hendricks Ave Jacksonville, FL 32207 File#: (904) 398-4814 fil‘. Salesman:Scot Burney Designer: Rochelle Cousins Manning Building Supplies PAGE 1 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Atlantic Beach House Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 11/15/16 317 8th St Del. Date: / / Atlantic Beach, FL 32233 Cover Sheet -. 1 Truss Level: twILC COP t PROFILE QT\' PITCH BASE 0/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT PLY TOP BOT ID SPAN SPAN IOP 11307 LEFT RIGHT LEFT RIGHT LEFT RIGHT 1 � �� 2 Ply 6.00 0.00 A01 32-04-00 32-04-00 2 X 4 2 X 6 01-04-00 01-04-00 04-05-15 'e5ZSIZI , 1 6.00 0.00 A02 32-04-00 32-04-00 2 X 4 2 X 4 01-04-00 01-04-00 05-05-15 1 6.00 0.00 A03 32-04-00 32-04-00 2 X 4 2 X 4 01-04-00 01-04-00 06-05-15 1 8.00 0.00 A04 32-04-00 32-04-00 2 X 4 2 X 4 01-04-00 01-04-00 07-05-15 ' 1 6.00 0.00 A05 32-04-00 32-04-00 2 X 4 2 X 4 01-04-00 01-04-00 08-05-15 2 6.00 0.00 A06 32-04-00 32-04-00 2 X 4 2 X 8 01-04-00 01-04-00 09-00-15 I 5 6.00 0.00 A07 32-01-13 32-01-13 2 X 4 2 X 6 01-04-00 01-08-00 09-01-06 1 3 Ply 6.00 0.00 A08 32-04-00 32-04-00 2 X 4 2 X 8 01-04-00 01-04-00 09-00-15 2 6.00 0.00 A09 15-02-04 15-02-04 2 X 4 2 X 4 01-04-00 08-07-01 2 6.00 0.00 A10 14-07-12 14-07-12 2 X 4 2 X 4 01-04-00 08-03-13 ® 1 _ 3 Ply 6.00 0.00 All 32-04-00 32-04-00 2 X 4 2 X 8 08-06-01 � 1 2 9.00 0.00 B01 20-07-00 20-06-14 2 X 4 2 X 4 01-04-00 00-00-02 08-08-09 �v 11 9.00 0.00 B02 20-06-14 20-06-12 2 X 4 2 X 4 01-04-00 00-00-02 09-00-15 ® 5 9.00 0.00 B03 20-06-14 20-01-04 2 X 4 2 X 4 00-05-08 00-00-02 08-06-01 ® 1 9.00 0.00 CO1 11-00-00 11-00-00 2 X 4 2 X 4 07-03-02 ® 1 9.00 0.00 CO2 11-00-00 11-00-00 2 X 4 2 X 8 07-07-08 ir. 1 4.00 0.00 D01 13-00-00 13-00-00 2 X 4 2 X 4 01-04-00 02-10-01 7 4.00 0.00 D02 13-00-00 13-00-00 2 X 4 2 X 4 01-04-00 03-01-12 /1 2 4.24 0.00 J01 09-10-01 09-10-01 2 X 4 2 X 4 01-10-10 04-05-07 r/- 4 6.00 0.00 J02 01-00-00 01-00-00 2 X 4 2 X 4 01-04-00 01-05-15 4 6.00 0.00 J03 03-00-00 03-00-00 2 X 4 2 X 4 01-04-00 02-05-15 -� 4 6.00 0.00 J04 05-00-00 05-00-00 2 X 4 2 X 4 01-04-00 03-05-15 11 6.00 0.00 J05 07-00-00 07-00-00 2 X 4 2 X 4 01-04-00 04-05-15 1 2.15 0.00 MO1 13-06-12 13-06-12 2 X 4 2 X 4 01-04-00 00-01-08 02-10-03 Builder: Job Information Tidewater Homes, LLC Job#: J160506 3625 Hendricks Ave iellill Jacksonville, FL 32207 (904)398-4814 File#: Salesman:Scot Burney Designer: Rochelle Cousins Manning Building Supplies PAGE 2 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Atlantic Beach House Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 11/15/16 317 8th St i Del. Date: / / Atlantic Beach, FL 32233 Cover Sheet Truss Level: PROFILE QTY PITCH BASE 0/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT .'_ 4 8 I 2.15j 0.00 M02 13-06-12 13-06-12 I2 X 4 2 X 4 01-04-00 00-01-08 03-01-12 FLOOR 1 QTY I DEPTH BASE 0/A END TYPE INT BEARING CANTILEVER STUB PROFILE PLY ID SPAN SPAN LEFT IRIGHT SIZE' LOCATION LEFT RIGHT LEFT RIGHT o1-06-00 ®i 2 F01 18-09-08 18-09-08 C 3 _ _ =2= 01-06-00 C 3 8 F02 18-09-08 18-09-08 ® 01-06-00 8 FO2A 18-06-00 18-06-00 C 3 ® 01-06-00 r 3 1 F03 16-11-00 16-11-00 ® 01-06-00 6 F04 17-02-08 17-02-08 r 3 ® 01-06-00 , 4 F05 17-06-00 17-02-08 r 3 00-03-08 ® 01-06-00 1 F06 17-09-08 17-06-00 E 3 00-03-08 ►_-ll•r_� 01-06-00 r 3 I 5 F07 10-01-08 10-01-08 ommusui 01-08-00 C 3 1 FOB 10-01-08 10-01-08 I\ li'I01-06-00 1 F09 03-10-08 03-10-08 E 3 ow 01-06-00 1 F10 03-09-08 03-09-08 r 3 01-06-00 samassamaartaaa 1 F11 20-08-08 20-08-08 C 3 20-08-08 I 01-06-00 I® 8 F12 20-08-08 20-08-08 E 3 01-11-08 l Or"au. 1 01-06-00 F13 09-01-08 09-01-08 C 3 09-01-08 01-06-00 i® 10 F14 12-04-00 12-04-00 ® 01-08-00 1 F75 12-00-08 12-00-08 ITEMS QTY PLY ITEM TYPE SIZE LENGTH I NOTES FT-IN-16 1 2 SS-LMATL BM1-onCENTER®LVL 2.0E 1 3/4"x 18"- 14-00-00 1 2 SS-LMATL BM2-onCENTER®LVL 2.0E 1 3/4"x 18"- 16-00-00 33 Hanger HTU26 Builder: Job Information Tidewater Homes, LLC Job#: J160506 3625 Hendricks Ave llirill Jacksonville, FL 32207 (904) 398-4814 File#: Salesman:Scot Burney Designer: Rochelle Cousins Manning Building Supplies PAGE 3 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Atlantic Beach House Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 11/15/16 317 8th St Del. Date: / / Atlantic Beach, FL 32233 L Cover Sheet LTruss Level: ITEMS QTY PLY ITEM TYPE SIZE L LENGTH NOTES F i-IN-1 26 Hanger 1 THA422