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1620 MARITIME OAK DR - TRUSSES i I __I mitLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek'' FILE COPY RE: J150443 - North Florida - Lot 132 ABCC SPEC -JB MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: North Florida Builders Project Name: Lot 132 ABCC Model: Lot/Block: 132 Subdivision: ABCC Address: 1620 Maritime Oak Dr City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: Hulsberg Engineering, Inc. License #: # 33152 Address: 11481 Old St. Augusine Rd. #202 City: Jacksonville State: FL.32258 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: 130 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 63 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. ' gs` .09- vi z N_o__. Seal# Truss Nam_eDate No. Seal# Truss Name Date 3 „ .5 ; o o � 11 T8864797 A01 6/17/016 18 T8864814 601 6/17/016 ` o . v H v l 12 T8864798 A02 6/17/016 119 1T8864815 1602 6/17/01.6 E d 6 gl 's LL1 1` 13 18864799 A03 6/17/016120 1T8864816 1603 6/17/016 o sW - cc _JO 14 T8864800 A04 6/17/016121 (T8864817 11304 16/17/016 n N c$ 1 5 T8864801 A05 6/17/016122 1T8864818 I 605 1 6/17/016 ii > g a a a z Z �'„` 16__ T8864802 A06 6/17/016123 1T8864819 606 6/17/016 0 0 d cc = 's LL 7 T8864803_LA07 6/17/016124 I,18864820 807 6/17/016 -g ; W `" 8 T8864804 A08 6/17/016125 [T8864821 1608 6/17/016 . o %d °C en'E.3 c 9 T8864805 A09 6/17/016126 I T8864822 11309 6/17/016 C7 v v 'r. 10 T8864806 A10 6/17/016127 f T8864823 1 B10 6/17/016 z o o o z 11 18864807 All 6/17/016128 1T8864824 1611 6/17/016 a " w X w i c o 12 18864808 Al2 6/17/016129 1 T8864825 1 812 6/17/016 a o . o z o W a 13 T8864809 A13 6/17/016130 118864826 1 613 6/17/016 O a > "' 14 T8864810 A14 6/17/016 31 T8864827 11314 6/17/016 "' cc o Z o a > a �� W?LL 115 18864811 A15 6/17/016 32 18864828 B15 6/17/016 .5 ,5, V;1 � a -'' a 6 18864812 ,A16 6/17/016133 178864829 B16 16/17/016 . 2'E Q Q z m 117 T8864813 1 A17 6/17/016134 118864830 11317 16/17/016 a a 0m _ The truss drawing(s)referenced above have been prepared by MiTek �����������������l, Industries. Inc. under my direct supervision based on the parameters `V . .....eL ...Mq �,I,' provided by Manning Building Supplies. :.`�.�C;•�\*G E NSF• /O',,. Truss Design Engineer's Name: Magid, Michael No 5368 My license renewal date for the state of Florida is February 28, 2017. = * : • IMPORTANT NOTE:Truss Engineer's responsibility is solely for 13-, STATE OF !'U design of individual trusses based upon design parameters shown :0.• <v on referenced truss drawings. Parameters have not been verified as appropriate for use.glocation identification specified is ,',•SS<........ R �•� ��?�� any Any p •7 S/ONAl.00% for file reference only and has not been used in preparing design. iii„iisti� Suitability of truss designs for any particular building is the Mkhael S.Magid PE No.53681 responsibility of the building designer, not the Truss Engineer, MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 per ANSI/TPI-1, Chapter 2. Date: June 17,2016 Magid. Michael 1 of 2 RE: J150443 - North Florida - Lot 132 ABCC SPEC - JB Site Information: Customer Info: North Florida Builders Project Name: Lot 132 ABCC Model: Lot/Block: 132 Subdivision: ABCC Address: 1620 Maritime Oak Dr City: Atlantic Beach State: FL No. Seal# Truss Name Date 35 T8864831 B18 j 6/17/016 36 T8864832 B19 16/17/016 37 T8864833 C01 16/17/016 38 T8864834 CO2 16/17/016 39 T8864835 CO3 6/17/016 40 T8864836 J01 6/17/016 41 T8864837 J02 6/17/016 42 T8864838 J03 6/17/016 43 T8864839 J04 6/17/016 44 T8864840 J05 6/17/016 45 T8864841 J06 6/17/016 46 T8864842 J07 6/17/016 47 T8864843 J08 `6/17/016 48 T8864844 J09 16/17/016 49 T8864845 J10 6/17/016 150 118864846 1J11 16/17/0161 51 T8864847 1J12 6/17/016 152 118864848 1J13 1 6/17/016 1 153 118864849 1J14 1 6/17/016 1 54 118864850 1 J 15 16/17/0161 55 T8864851 J16 6/17/016 56 118864852 J17 6/17/016 157 118864853 1P01 16/17/0161 158 118864854 1P02 16/17/0161 L59 118864855 1P03 1 6/17/016 1 160 T8864856 PO4 6/17/016 161 118864857 1 P05 16/17/0161 162 118864858 P06 1 6/17/016 1 63 T8864859 P07 6/17/016 2 of 2 ,Jot) A Truss Truss Type Qty Ply North Florida.Lot 132 ABCC SPEC-JB T8864797 J150443 A01 Hip Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:22 2016 Page 1 I D:YVy4ONc4beALngLO__KRdBLydSQV-TGNO?XmtsGW DPSUZidIcBtiFlgB9HKXzW riKj3z5S17 -1-4-0 7-0-0 13-11-0 20-11-0 22-3-0 • 1-4-0 I 7-0-0 I 6-11-0 7-0-0 1-4-0 Scale=1:38.9 4x7= NAILED 4x4= 4 19 20 21 5 Z If ' Too 12 m c.- 3x4 i 63x4 o 3 b 7 2 cc; _ _ �1 7 8 d d 10 22 23 9 FL 4x4= 8x8= HTU26 NAILED 3x4— This truss is NOT symmetric. 3x8 II Proper orientation is essential. 7-0-0 13-11-0I 20-11-0 7-0-0 I 6-11.0 7.0.0 Plate Offsets(X,V)-- 12:Edge,0-2-81,14:0-5-4,0-2-01,(7:0-4-5,0-1-10),110:0.4-0,0-4-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.11 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.25 9-10 >993 180 BCLL 0.0 * 1 Rep Stress Incr NO WB 0.14 Horz(TL) 0.05 7 rVa n/a BCDL 10.0 I Code FBC2014/fP12007 Matrix-MSH I Weight:238 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-14 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-4-15,Right 2x4 SP No.2 2-4-15 REACTIONS. (lb/size) 2=1536/0-3-8,7=1735/0-3-8 Max Horz 2=98(LC 24) Max Uplift 2=-390(LC 8),7=-455(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. • TOP CHORD 2-4=-2323/564,4-5=-2257/618,5-7=-2669/675 BOT CHORD 2-10=-374/1936,9-10=-377/1955,7-9=-474/2232 WEBS 4-10=-74/611,4-9=-266/466,5-9=-54/780 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 0-11-0 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=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45it;L=24ft;eave=oft Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 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)except Qt=lb) 2=390,7=455. 9)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 10-6-4 from the left end to connect truss(es)to front face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. • 11)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)224 lb down and 208 lb up at 13-11-0 on top chord,and 345 lb down and 94 lb up at 13-10-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard • Continued on Daae 9 A WARNING•Varity design parameters and READ NOTES ON THIS AND INCLUDED MWTEI<REFERANCE PAGE MI1-7473 rev.10/03r2015 BEFORE USE. • • Design valid for use only with MIIekQv connectors.tills design Is based only upon parameters shown.and is for an individual building component.not a truss system.Before use,the building designer must verity the appllcauilty 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. Addlkxnal temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Inks,/and properly damage. for general guidance regarding the krtxk:ation,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. safely Information writable from Trus Plate Institute.218 N.lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job1 Truss Truss Type Qty Ply North Florida-Lot 132 ABCC SPEC-JB T8864797 J150443 A01 Hip Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:22 2016 Page 2 ID:YVy4QNc4beALngLO_KRdBLydSOV-TGNO?XmtsGWDPSUZidlcBlIFIgB9HKXZW rtKj3z5S17 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25.Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-5=-54,5.8=-54,11-15=-20 Concentrated Loads(Ib) Vert:5=-177(F)9=-345(F)21=-110(F)22=-879(F)23=-65(F) MOM A WARNING.VerNy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.11/03/1016 BEFORE USE. I Design valid for use only with hvllielc®connectors.this design is based or dy upon parameters shown.and Is for an hdlvkitKl building component,not t a truss system.Before use,the briding designer must verify the appllcablIty of design parameters and property Incorporate this design Into the overall txhing design. Bracing indicated is to prevent budding 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 inky/and property damage. For general gukiance regarding the fabrication,storage,delivery.erection and bracing of trusses and huss systems,see/1NSVTPl1 Qualify Crtieda,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avciable from Truss Plate institute.218 N.Lee Sheet.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job t A Truss I Truss Type Oty Ply North Florida-Lot 132 ABCC SPEC-JB T8864798 1J150443 A02 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:23 2016 Page 1 I D:YVy4ONc4beALngLO_KRdBLydSOV-xSwmCtnVda230c3IGLHrj4GXY4ts0ne61VdtGVz5Sl6 I -1-4.0 4-7-12 9-0-0 10-5-8 11-11-0 16-3-4 20-11.0 1-4-0 4.7-12 I 4.4-4 l 1-5-8 I 1-5-8 I 4.4-4 I 4-7-12 Scale=1:37.7 4x4 4x4= 5 23 6 :1 El .1114414sith 7.00 rii 3x5-i 3x5 4 • 24 3x4 i 83x4 Q 223 9 2)1 2 1� a 8 l Ib 13 12 11 10 0 3x6 II 5x5= 3x4= 3x4= 1.5x4 II 3x6 II • • 4-7-12 I 9-0-0 I 11-11-0 I 16-3-4 20-11-0 I 4-7-12 4-4-4 2-11-0 4-4-4 4-7-12 Plate Offsets(X,Y)-- 12:0-3.14,0-0-11,19:0-3-14,0-0-1),113:0-2-8,0-3.01 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL- in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.07 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.13 12-13 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.15 Horz(TL) 0.04 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:117 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-7 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 2x4 SP No.2 2-6-0,Right 2x4 SP No.2 2-6-0 REACTIONS. (Ib/size) 9=771/0-3-8,2=852/0-3-8 Max Horz 2=118(LC 11) Max Uplift 9=-149(LC 12),2=-202(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1066/305,4-5=-868/289,5-6=-702/284,6-7=-869/295,7-9=-1078/308 BOT CHORD 2-13=-214/918,12-13=-214/918,11-12=-113/714,10-11=-209/898,9-10=-209/898 WEBS 4-12=-281/124,7-11=-295/131 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 9-0-0,Exterior(2)9-0-0 to 11-11-0,Interior(1)16-3-4 to 20-11-0 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)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) i. 9=149,2=202. Ia 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE PMI-7473 rev.103/2015 BEFORE USE 1111 Design valid for use only with MilekIS connectors.this design is 1x,sed only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the aprxk abiity of design parameters and properly incorporate this design into the overall Lx/ding design. Bracing indicated Ls to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- Is always reguked for stability and to prevent collapse with possible personal tnluy and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of tr sses and truss systems.seeANSt/IPI t Qualty Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job f A Truss Truss Type Oty Ply North Florida-Lot 132 ABCC SPEC-JB T8864799 J150443 A03 Common 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:24 2016 Page 1 ID:YVy4QNc4beALngLO._KRdBLydSQV-PeU9QDo7OtAwemeyp2o4GlphhUySIFeF_9MRoxz5Sl5 -1-4-0 5 4 8 10-5-8 15-6-8 20-11-0 11-4.0 I 5-4-8 I 5-1-0 I 5-1-0 i 5.4-8 • Scale=1:43.5 5x5= 5 20 21 7.0012 1.5x4\\ 1.5x4# 6 4 22 3x4 3x4319 J': 2 .1 812 a1 4111171. i o 10 23 24 9 n 3x8 II 5x5= 3x4= 3x8 II 7.0.13 13-10-3 20-11-0 I 7-0-13 { 6-9-5 7-0-13 Plate Offsets(X,Y)-- f2:0-5-2,Edge),18:0-5-2,Edge),110:0-2-8.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.10 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.19 9-10 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.10 Horz(TL) 0.03 8 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH I Weight:109 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-6-0,Right 2x4 SP No.2 2-6-0 REACTIONS. (lb/size) 8=771/0-3-8,2=852/0-3-8 Max Horz 2=134(LC 11) Max Uplift 8=-149(LC 12),2=-202(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1052/276,4-5=-974/308,5-6=-982/319,6-8=-1060/287 BOT CHORD 2-10=-178/915,9-10=-64/629,8-9=-180/882 • WEBS 5.9=-108/427,5-10=-103/415 NOTES- 1)Unbalanced roof live loads have been considered for this design. . 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45tt;L=24ft;eave=4it Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 10-5-8,Exterior(2)10-5-8 to 13-5-8 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.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=149.2=202. _ A WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 601-7473 rev.10/03/2015 BEFORE USE. - , Design valid for use only with MI lekns connectors.Its 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 orate this design Into the overall ba/ding 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 for stabl8y and to prevent collapse with possible personal Injury and property damage. for general guidance warding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSU1P11 Quality Criferla,DSB-89 and SCSI Belding Component 6904 Parke East Blvd. Safely Information available from lass Plate Institute,218 N.Lee Street.Suite 312-Alexandria.VA 22314. Tampa.FL 33610 • Job Truss Truss Type Qty Ply North Florida-Lot 132 ABCC SPEC-JB 1 T8864800 J150443A04 Common 4 1 I Job Reference(motional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:24 2016 Page 1 ID:YVy4QNc4beALngLO_KRdBLydSQV-PeU9QDo7OtAwemeyp2o4GIpg7UvN198F_9MRoxz5Sl5 -1-4-0 5-4-8 10-5-8 15-0-8 19.11.0 11-4-0 5-4-8 I 5-1-0 4-7-0 4-10-8 4x4= Scale=1:43.1 5 15 16 7.0012 3x8 1.5x4 Q 6 4 A� 3x4 Ni4 11 14 2 el 1 I — 1� 9 8 3x8 11 3x8= 3x5= 10-5-8 19-11-0 { 10-5-8 I 9-5-8 Plate Offsets(X,Y)-- 12:0-3-8,Edge) LOADING (psf) SPACING- 2-0-0 � CSI. DEFL. in (loo) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.13 9-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.33 9-12 >719 180 BCLL 0.0 * Rep Stress Incr YES WB 0.46 Horz(TL) 0.02 8 rn/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:107 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.1 D except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. SLIDER Left 2x4 SP No.2 2-6-0 REACTIONS. (lb/size) 2=810/0-3-8,8=729/0-3-8 Max Horz 2=155(LC 11) Max Uplift 2=-194(LC 12),8=-141(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4.877/268,4-5=-750/225,5-6=-743/233 BOT CHORD 2-9=-212/798,8-9=-176/679 WEBS 4-9=-289/162,5-9=-105/478,6-8=-737/195 NOTES- 1) OTES1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 10-5-8,Exterior(2)10-5-8 to 13-5-8 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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)except(t=lb) 2=194,8=141. 0 WARNING-{redly deslpn parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. J Design valki for use only with Mitek®connectors.This design Is t xued only upon parameters shown,and Is for an individual building component,not it a truss system.Before use,the bilking designer must verity the appllcabiity of design parameters and properly incorporate this design Into the overall bonding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and tnus systems,seeANSI/TPI1 Quality Cdterla,DSB•89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avcilable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.Ft.33610 Job Truss Type I Qty Ply North Florida-Lot 132 ABCC SPEC-JB I T8864801 J150443 A05 Half Hip 1 1 Job Reference(optional) • Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:25 2016 Page 1 I D:YVy4QNc4beALngLO_KRdBLydSQV-tr2XdZp19BInGwD8NmJJoV Lr4uG?UezPCp6_KNz5Sl4 -1-4-0 5-11-13 1 11-8-1 1 15.7-13 1 19.11.0 1 1-4-0 5-11-13 5-8-5 3-11-11 4-3-3 4x4= 3x4 11 Scale=1:44.4 3x4= 5 6 17 7 PI n — 7.00 TIE 16 3x5* i 4 st -01 1 I 3x4 i 3 15 r 2 ' .11 •pp��, 10 g 18 19 k 6 3x8 II 1.5x4 II 3x8— 5x5= 5-11-13 11-8-1 19-11-0 1 1 5-11-13 1 5-8-5 8-2-15 Plate Offsets(X,Y)-- (2:0-5-2,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdef1 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.17 8-9 >999 240 MT20 244/190 TCDL 7.0 1 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.35 8-9 >674 180 BCLL 0.0 * Rep Stress Incr YES WB 0.35 Horz(TL) 0.02 8 n/a n/a BCDL 10.0 I Code FBC2014/TP12007 Matrix-MSH Weight:128 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-10-10 oc bracing. SLIDER Left 2x4 SP No.2 2-6-0 WEBS 1 Row at midpt 6-8 REACTIONS. (lb/size) 8=729/0-3-8,2=810/0-3-8 Max Horz 2=262(LC 11) Max Uplift 8=-217(LC 9),2.186(LC 12) Max Gray 8=762(LC 17),2=810(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-880/262,4-5=-659/237,5-6=-508/240 BOT CHORD 2-10=-430/887,9-10=-430/887,8-9=-210/355 WEBS 4-9=-419/189,6-9=-133/419,6-8=-650/288 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45tt;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(])1-7-2 to 11-8-1,Exterior(2)11-8-1 to 15-7-13 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 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 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) 8=217,2=186. 0 WARNING•Verify design paranatsrs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev tOM3/201b BEFORE USE. Design valid for use only Witt MiekS connectors.Iris design Is based only upon rxxameters shown,and Is for an individual bolding component,not a truss system.Before use,the building designer must verily the appllcabllN of design parameters 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 Wel( Is always required for stability and to prevent collapse with possible personal Flury and properly damage. For general guidance regarding the 6904 Parke East Blvd.fabrication,storage.delivery,erection and bracing of trusses and truss systems seeANSI/TPIComponent l Quality Criteria,DSB-89 and SCSI Building Safety Information available from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply North Florida-Lot 132 ABCC SPEC-JB T8864802 1 J150443 A06 Halt Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:26 2016 Page 1 ID:YVy4QNc4beALngLO_KRdBLydSQV-L1 cvrvpNwVQet4oKxTgYLju_jHekD5VYRTrXsgz5Sl3 -1.4.01 6-11-13 i 13-8-1 i 19-11-0 1-4-0 6-11-13 6-8-5 6-2-15 4x10= 3x4= Scale=1:50.6 5 16 17 6 7.00 r--115 3x5* 4 w t: 05 3x4* 14 3 14 2 di -a 1 B 9 8 18 7 3x8 II 1.5x4 11 3x4= 5x5- 6.11-13I 13.8.1 l 19-11-0 { ' 6-11-13 6-8-5 6-2-15 Plate Offsets(X,Y)-- 12:0-5-2,Edge],15:0-7-8,0-2-0],16:Edge,0-1-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.05 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.11 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.34 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:126 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-10 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-9-0 oc bracing. SLIDER Left 2x4 SP No.2 2-6-0 WEBS 1 Row at midpt 6-7,4-8,5-7 REACTIONS. (lb/size) 2=810/0-3-8,7=729/0-3-8 Max Horz 2=303(LC 11) Max Uplift 2=-183(LC 12),7=211(LC 9) Max Gray 2=810(LC 1),7=768(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-838/254,4-5=-547/221 BOT CHORD 2-9=-430/904,8-9=-430/904,7-8=-249/469 WEBS 4-9=0/270,4-8=-530/218,5-8=-801484,5-7=-704/282 NOTES- ' 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interlor(1)1-7-2 to 13-8-1,Exterior(2)13-8-1 to 17-11-0 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 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members,with BCDL=10.0pst. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ot=lb) 2=183,7=211. $ A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE 4047473 rev.10/03/2015 BEFORE USE. mil• Design valid for use only with Wok?)connectors.This design Is lxaed only upon parameters shown.and Is for an IrxiiNdu l building component.not a 6trss system.Before use,the building designer must verily the applicabiliiy of design parameters and property Incorporate this design Into the overall handing design. Bracing indicated Is to prevent buckling of IndMduai truss web and/or chord members only. Add itIonal temporary and permanent tracing MiTek' is always required for stability and to prevent coliccse with possible personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems-SeeANSI/TPI I Quality Criteria,DS8-89 and SCSI Building Component 6904 Parke East Blvd. • Safely Informaton avdlite from Taus Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job 1 • Truss Truss Type Oty 'Ply North Florida-Lot 132 ABCC SPEC-JB 18864803 J150443 A07 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:26 2016 Page 1 ID:YVy4ONc4beALngLO_KRdBLydSQV-L 1 cvrvpNwVQet4oKxTgYLj uwAHcOD5AYRTrXsgz5S13 -1-4-0 7-11-1 15-6-9 19-11-0 1-4-0 7-11-1 l 7-7-9 I 4-4-7 4x7= 3x4= Scale=1:56.5 5 i6 6 15 7.00 FIF 3x5 i 4 • 3x4 i I 3 14 i 2 d1 • No ma t79 8 16 7 • 3x8 II 1.5x4 II 3x4= 6x6= 7-11-1 15-6-9I 19-11-0 7-11-1 7-7-9 4.4.7 Plate Offsets(X,Y)-- 12:0-5-2,Edge),15:0-5-4,0-2-41,16:Edge,0.1-81 LOADING(psf) SPACING- 2-0-0 CSL 1 DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.07 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 1 Vert(TL) -0.18 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.36 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2014/1PI2007 Matrix-MSH Weight:132 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-7-5 oc bracing. SLIDER Left 2x4 SP No.2 2-6-0 WEBS 1 Row at midpt 6-7,4-8,5-7 REACTIONS. (lb/size) 2=810/0-3-8,7=729/0-3-8 Max Horz 2=341(LC 11) Max Uplift 2=-180(LC 12),7=-204(LC 9) Max Gray 2=810(LC 1),7=792(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-813/247,4-5=-462/203 BOT CHORD 2-9=-426/906,8-9=-426/906,7-8=-215/383 WEBS 4-9=0/325,4-8=-654/254,5-8=-118/527,5-7=-738/301 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24th eave=oft Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 15-6-9,Exterior(2)15-6-9 to 19-9-4 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)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 4)'This truss has been designed for a live load of 20.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,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=180,7=204. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0.7473 rev.1603/2015 BEFORE USE le• Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,ani Is for an individual budding component,not a truss system.Before use,the building designer must verily the appNeablity of design parameters and properly i n:ortxerate this design into the ovordl budding design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Addtio ni temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication storage,delivery,erection and bracing of trusses and truss systems,sooANSI/TPI I Quality Criteria,DSB-89 and BCSI Bolding Component 6904 Parke East Bed. Soley Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job • Truss Truss Type 'Qty Ply North Florida-Lot 132 ABCC SPEC-JB T8864804 J150443 A08 Half Hip I 1 1 I Job Reference(optional) • Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:27 2016 Page 1 ID:YVy4QNc4beALngLOKRdBLydSQV-gDAH2Fg0hoYVVDNW VBLnuwR7W hwEyTjig7b5PGz5S12 1-4.0 6-0-8 11-9-9 17.6._9 , 19-11-0 11.4.0 6.0.8 5-9-0 5-9-0 ' 2-4-7 • 4x4= 457= Scale=1:64.9 6 7 • r,. • 7.001712 • 3x4-2" 16 5 . 5x5 i Til,.l 4 iii3x4i153 1di1 2 ' — 10 17 18• g 8 3x4= 5x10 MT2OHS I' ' 3x8 4x10= 8-11-1 17-6-9 19-11-0 8-11-1 i 8-7-9 ' 2-4-7 l Plate Offsets(X,Y)-- (2:0-5-2,Edge),14:0-2-8,0-3-0),[8:0-3-8,Edgel • LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.20 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 j Vert(TL) -0.37 9-10 >637 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.66 Horz(TL) 0.02 8 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:148 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-11 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 7-8:2x4 SP No.1 D WEBS 1 Row at midpt 7-8,5-9,6-9 SLIDER Left 2x4 SP No.2 2-6-0 REACTIONS. (Ib/size) 8=729/0-3-8,2=810/0-3-8 Max Horz 2=382(LC 11) Max Uplift 8=-195(LC 9),2=-176(LC 12) Max Gray 8=805(LC 17),2=810(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-948/255,4-5=-842/262,5-6=-344/200,6-7=-284/207,7-8=-862/275 BOT CHORD 2-10=-457/963,9-10=-321/631 WEBS 4-10=-280/168,5-10=-97/490,5-9=-611/246,7-9=-314/864 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.OpsI;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 17-6-9,Exterior(2)17-6-9 to 19-9-4 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)Provide adequate drainage to prevent water ponding. 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=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) 8=195,2=176. � l ma A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED 1BTE1(REFERANCE PAGE 6111.7473 rev.10/03/2016 BEFORE USE Desl®n valid for use only with Mflei&connectors.1N5 design Is txxsed only upon parameters shown,and Is for an Individual building caxmponent,not a truss system.Before use,the bulking designer must verify the applicability of design parameters and Ixoixwrty Incorporate this design Into the overall building design. Bracing Indicated Is to prevent budding of Irx110,1(al truss web and/or chord members only. Additional temporary and{rennanont bracing MiUek' is always required for stability and to prevent collapse with possible personal Injury and property damage. lel general guidance regarang the fabrication,storage,delivery.erection and bracing of trusses and tr ss systems seeANSI/TPlt Qudlly Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate institute,218 N.Lee Street.Sulte 312.Alexandria.VA 22314. Tampa,FL 33610 Job r k Truss Truss Type Qty Ply North Florida-Lot 132 ABCC SPEC-JB I 788648051 J150443 A09 Half Hip 1 1 i Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:28 2016 Page 1 ID:YVy4QNc4beALngLO_KRdBLydSQV-IQktFbreS6gM7Nyj2us0Q8zJE5H1 h?rrunKexiz5S11 -1.4.01 6-8-8 13-1-9 1 19-6-9 19-[17.0 '1-4.0 6-8-8 6-5-0 6-5-0 0-447 4x4 i Scale=1:67.4 6 0 7.00 12 14 3x4 i tir 5 ro 5x5 N 4 x4 133 I 2 L� --- e■ ema 8 15 16 3x4= 6x6= 3x8 11 9-11-8 I 19-11-0 I ' 9-11-8 9-11-8 Plate Offsets(X,Y)-- [2:0.5-2,Edgel,[4:0-2-8,03-01 I 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.33 7-8 >721 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 i Vert(TL) -0.57 7-8 >418 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.35 Horz(TL) 0.02 2 n/a Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:132 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-8 oc purlins, BOT CHORD 2x4 SP No.1D except end verticals. WEBS 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 9-9-15 oc bracing. 6-7:2x6 SP No.2 WEBS 1 Row at midpt 6-7,5-7 SLIDER Left 2x4 SP No.2 2-6-0 REACTIONS. (lb/size) 7=726/0-3-8,2=807/0-3-8 Max Horz 2=425(LC 11) Max Uplift 7=-184(LC 9),2=-171(LC 12) Max Gray 7=855(LC 17),2=807(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-971/261,4-5=-844/263 BOT CHORD 2-8=-441/945,7-8=-289/561 WEBS 4-8=-320/190,5-8=-95/580,5-7=-709/272 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25th B=45th L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 19-8-4 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)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 lit between the bottom chord and any other members,with BCDL=10.Opsf. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 7=184,2=171. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE A411.7473 rev.10/032015 BEFORE USE. Design valid for use only with MIIekW connectors.This design Is based only upon parameters shown.and Is for an Individual building component.not • • a truss system.Before use,the txltding designer must verity 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 taming MiTek' Is always required for stability and to prevent collapse with possible personal fluty aid property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,senANSI/TPI1 quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available horn Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria VA 22314. Tarnpa,FL 33610 1 Job) i. Truss I Truss Type Oty I Ply North Florida-Lot 132 ABCC SPEC-JB I 18864806 1J150443 A10 il Monopitch 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:28 2016 Page 1 I D:YVy4QNc4beALngLO_KRdBLydSQV-IQkfFbreS6gM7Nyj2us0Q8zJW 5H?h?trunKexiz5S11 1.4-0 6-8-13 13-2-3 19-11.0 i 11.4.0 6-8-13 1 6-5-5 I 6-8-13 3x4- Scats=1:68.1 6 7.00 FIT 14 3x4 i 5 5x5---- 4 4 3x4�i 133 2 1 i� - e 8 15 16 7 3x4= 6x6= 3x8 !I 9.11-8I 19-11-0 9.11.8 9-11-8 Plate Offsets(X,Y)-- [2:0-5-2,Edge],[4:0-2-8.0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DE FL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.33 7-8 >717 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.57 7-8 >417 180 BCLL 0.0 * Rep Stress lncr YES WB 0.34 Horz(TL) 0.03 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:133 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc purlins, BOT CHORD 2x4 SP No.1D except end verticals. WEBS 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 9-10-2 oc bracing. 6-7:2x6 SP No.2 WEBS 1 Row at midpt 6-7,5-7 SLIDER Left 2x4 SP No.2 2-6-0 REACTIONS. (lb/size) 2=807/0-3-8,7=726/0-3-8 Max Horz 2=425(LC 11) Max Uplift 2=-171(LC 12),7=-184(LC 9) Max Gray 2=807(LC 1),7=856(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-969/260,4-5=-843/266 BOT CHORD 2-8=-437/939,7-8=-287/557 WEBS 4-8=-321/190,5-8=-101/589,5-7=-707/272 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=251t;B=45ft;L=241t;eave=4lt;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 19-8-4 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurTent 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,with BCDL=10.Opsf. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=171,7=184. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1011-7473 rev.10/13/2015 BEFORE USE. legl • Design valid for use only with MITeku connectors.This design is based only urx>n parameters shown,anr1 is for an Indwbuilding lding component,not tx a truss system.Before use,the building designer must verity the appllcabllty of design pxxcmeters and ol:'oily Iicortxrate Buts design Into the overall building design. Braprevent'ng indicated Is to buckling of I divMual truss web and/or chord members only. Additional temporary cid permanent bracing MiTek' Is always required for stability and to prevent collages with possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and tracing of trusses and truss systems.seeANSI/IM1 Quality Criteria,058-89 and BCSI Building Component 6904 Parke East Bbd. Safely Information available horn Trus Plate Institute.218 N.tee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply North Florida-Lot 132 ABCC SPEC-JB T8864807 J150443 All Monopitch 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:29 2016 Page 1 I D:YVy4ONc4beALngLO_KRdBLydSQV-mcl2TxsGDQoDkXW vceOFzLW UVVbrQUc_7R4BT9z5S10 -1-4-0 6-0-13 11-10-3 17-11-0 11.4-0 1 6-0-13 5-9-5 1 6-0-13 1 3x4 i Scale=1:61.8 6 4 7.00 FIT 14 3x4-i 5 .. 5x5 i 4 !i 3x4 i 133 iii, 2 it y an .a 8 15 16 7' 3x4= 6x6= 3x8 II 8-11-8 17-11-0 8-11-8 i 8-11-8 Plate Offsets(X,Y)-- 12:0-5-2,Edgel,[4:0-2-8,03-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.24 7-8 >869 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.44 7-8 >481 180 BCLL 0.0 * Rep Stress Ind YES WB 0.25 Horz(TL) 0.02 2 rVa ilia 1 BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH t 1 Weight:120 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 9-1-5 oc bracing. 6-7:2x6 SP No.2 WEBS 1 Row at midpt 6-7,5-7 SLIDER Left 2x4 SP No.2 2-6-0 REACTIONS. (lb/size) 2=733/0-3-8,7=651/0-3-8 Max Horz 2=384(LC 11) Max Uplift 2=-159(LC 12),7=-166(LC 9) Max Gray 2=733(LC 1),7=758(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-849/233,4-5=-741/240 BOT CHORD 2-8=-397/841,7-8=-261/501 WEBS 4-8=-289/173,5-8=-88/514,5-7=-627/247 • NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psh h=25ft;B=45ft;L=2411;eave=4tt;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 17-8-4 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)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,with BCDL=10.0pst. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(1t=lb) 2=159,7=166. 1 f V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1-7473 rev.10/03/2015 BEFORE USE Milt Design valid for use only with Miiele&connectors.this design Is Used only upon parameters shown,and Is for an individual Luldtng component,not a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate This design Into the ovordl bUtding design. Mocha Indicated Is to prevent buckling of lndMduai truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required to stability and to prevent collapse with possible personal injury and property damage. for general gridczsce regading the latxk;atbn,storage.delivery,erection and bracing or trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bbd. Safety IMormalton available horn truss Plate Institute,218 N.Lee Street.Site 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type 1 Qty 'Ply North Florida-Lot 132 ABCC SPEC-JB T8864808 1J150443 Al2 Half Hip 1 1 l Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 S Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:29 2016 Page 1 ID:YVy4QNc4beALngLO_KRdBLydSQV-mcl2TxsGDQoDkXWvcc0FzLW UgVbuQUX_7R4BT9z5S10 1-4-0 5-10-5 11-5-3 17.0.0 17-1110 11-4-01 5-10-5 5-6-13 I 5-6.13 411-0 3x4=3x4 II Scale=1:61.3 6 7 pers 7.00[12 1 I 3x4 i 15 5 5x5- 4 3x4-i 143 2 i1 i; ■■ rri 9 16 17 8' 3x4= 6x6= 3x8 II 8-11-8 17-11-0 I 8-11-8 I 8-11-8 i Plate Offsets(X,Y)-- [2:0-5-2,Edgel,14:0-2-8,0-3-01,[6:0-2-0,0-2-51 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.23 8-9 >931 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.42 8-9 >501 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(TL) 0.02 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH _ ( Weight:118 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 9-0-13 oc bracing. 7-8:2x6 SP No.2 WEBS 1 Row at midpt 7-8,5-8 SLIDER Left 2x4 SP No.2 2-6-0 REACTIONS. (lb/size) 8=651/0-3-8,2=733/0-3-8 Max Horz 2=371(LC 11) Max Uplift 8=-170(LC 9),2=-i61(LC 12) Max Gray 8=745(LC 17),2=733(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-4=-839/233,4-5=-731/232 BOT CHORD 2-9=-403/843,8-9=-278/529 WEBS 4-9=-273/161,5-9=-75/485,5-8=-631/253 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsh h=25th B=451t;L=24f1;eave=4ft;Cat. II;Exp B;End.,GCpl=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 17-0-0,Exterior(2)17-0-0 to 17-8-4 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)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.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) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(t=lb) 8=170,2=161. • N. WARNING•Wally design paramNan and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1-7473 row.1003/2015 BEFORE USE. Design valid for use only v4th MITeka9 connectors.1Ns design is based only upon paaneters shown,and is for an kndMdud building component,not _ a truss system.Before use,the building designer must verify the<rpplIcabllty of design parameters and properly incorporatethis design into the overall briding design. Bracing indicated is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MIR** • is always required for slabllty and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TP11 Quality Criteria,DSB-89 and BCSI BuBding Component 6904 Parke East Bird. I Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Nexandda,VA 22314. Tampa.FL 33610 • Job Truss Truss Type Qty Ply j North Florida-Lot 132 ABCC SPEC-JB T8864809 • J150443 A13 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:30 2016 Page 1 I D:YVy4ONc4beALngLO._KRdBLydSQV-EosQgHsuzjw4Mh55AJV UVZ3cgv?19vR8M5pIObz5SI? -1-4-0 7-7-12 15-0.0I 17-11-0 1.4-0 I 7-7-12 I 7-4.4 2-11-0 4x7= 3x4= Scale=1:54.5 5 6 1E. • 15 7.00 12 • 3x5�i 4 3x4 i iai • 3 14 i alit A II Io 2 a ICI 9 8 7 3x8 I; 1.5x4 II 3x4= 5x5= 7-7-12 15-0-0 17-11-0 7-7-12 7.44 I 2-11-0 Plate Offsets(X,Y)-- 12:0-5-2,Edge1,[5:0-5-4,0-2-01,[6:Edge,0-1_81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.06 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.16 8-9 >999 180 BCLL 0.0 * Rep Stress Ince YES WB 0.28 Horz(TL) 0.02 2 rl/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:123 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 9-0-15 oc bracing. SLIDER Left 2x4 SP No.2 2-6-0 WEBS 1 Row at midpt 6-7,4-8,5-7 REACTIONS. (lb/size) 2=736/0-3-8,755/0-3-8 Max Horz 2=330(LC 11) Max Uplift 2—165(LC 12),7=-180(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-4=-677/219,4-5=-350/175 BOT CHORD 2-9=-383/804,8-9=-383/804,7.8=-176/296 WEBS 4-9=0/317,4-8=-614/248,5-8=-135/497,5-7=-662/294 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=451t;L=2411;eave=4lt;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 15-0-0,Exterior(2)15-0-0 to 17-9-4 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)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=165,7=180. 0 WARNING-VMty design pararmters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M/F7473 ray.10/03/2015 BEFORE USE. pg• Design vdld for use only with MITe ki)connectors.This design Is based only upon parameters shown.and Is for an Individual balding component.not a truss system.Before use,the building designer must verity the applicability of design ixrrameters and property Incorporate Ills design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent tracing KR** Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general gutdonce regarding the fabrication.storage,delivery.erection and tracing of trusses and truss systems,seeANSI/lPl I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tanya.FL 33610 Job Truss Truss Type Oty Ply I North Florida-Lot 132 ABCC SPEC-JB 18864810 J150443 A14 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:31 2016 Page 1 I D:YVy4QNc4beALngLO_KRdBLydSQV-i7PouctW k12x_rglk0Qj2mbgElMzulkHbIZIY1 z5Sl_ -1-4-0 6-7-12 13-0-0 18-6-8 I . 1-4-0 6-7-12 6-4-4 5-6-8 457= 3x4_ Scale:114'=I' 5 16 17 6 7.0012 15 3x5-.:,- 4 4 354 i 3 14 i 2 1YI I. 9 8 19 7 3x8 II I.5x4 II 3x4= 6x6 6.7.12i 13.0-0 18-6-8 { 6-7-12 6-4-4 5-6-8 Plate Offsets(X,Y)-- 12:0-5-2,Edge),(5:0-5-4,0-2-0),(6:Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (bort) I/defl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.04 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.10 8-9 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.53 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:118 lb FT=20% LUMBER- 111 t 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 9-0-11 oc bracing. SLIDER Left 2x4 SP No.2 2-6-0 WEBS 1 Row at midpt 6-7,5-7 REACTIONS. (lb/size) 2=760/0-3-8,7=678/0-3-0 Max Horz 2=289(LC 11) Max Uplift 2=-173(LC 12),7=-195(LC 9) Max Gray 2=760(LC 1),7=711(LC 17) • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-765/234,4-5=-490/204 BOT CHORD 2-9=-403/839,8-9=-403/839,7-8=-230/425 WEBS 4-9=0/259,4-8=-505/209,5-8=-79/448,5-7=-651/267 NOTES- 1)Wind:ASCE 7-10;Vult=l3Omph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4th Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 13-0-0,Exterior(2)13-0-0 to 17-2-15 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 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=173,7=195. •' is.0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M47473 rev.10re3/2015 BEFORE USE. Design valid for use only with Milek'G connectors.This design is based only upon parameters shown.and is for an IndMdud building component,not a truss system.Before use,the building designer must verity the applicablity of design txsrrnneters 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.Additlonnal temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal inftay and property damage. For general guidance regarding the fabrication.storage.delivery.erection and bracing of busses and truss systems.seeANSI/IPI I Qualify Criteria,058.89 and BCSt Building Component 6904 Parke East Blvd. Safety Information avdkable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply North Florida-Lot 132 ABCC SPEC-JB T8864811 J150443 A15 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:31 2016 Page 1 ID:YVy4QNc4beALngLO_KRdBLydSQV-i?PouctW k 12x_rglk0Qj2mbiwIGEuESHbIZIY1 z5Sl_ 1-11-3 6-5-10 11.0-016-8-5 I 18-7-0 I 1-11-3 4-6-6 4-6-6 5-8-5 1-10-11 10x10 MT2OHS= 1.5x4 I I Scale=1:46.2 5x10 MT2OHS II 4 15 16 5 6 11\ III I 7.00 12 3x6 14 3 <? N C 6 n '4 I:. 13 2 1 o 5x8= 3x4= 5x10= •IiTr7 7.931: -12 5x10 MT2OHS II 1-11-3 , 11-0-0 16-8-5 18-7-0 t 1-11-3 ' 9.0.13 5-8-5 1-10.11 I 1 Plate Offsets(X,Y)-- 14:0-7-8,0-2.01,16:0-3-8,Edgel,18:0-5-4,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.28 8-9 >778 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 I Vert(TL) -0.64 8-9 >344 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.80 Horz(TL) 0.41 7 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:134 lb FT=20% LUMBER- BRACING- TOP CHORD 2x10 SP No.2'Except` TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-6:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: BOT CHORD 2x4 SP No.2 7-11-0 oc bracing:2-9 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=694/0-2-10,7=680/0-3-8 Max Horz 1=240(LC 11) Max Uplift 1=-120(LC 12),7=-199(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-441/125,2-3=-1100/311,3-4=-737/233,6-7=-390/155 BOT CHORD 2-9=-531/1096,8-9=-321/628 WEBS 3-9=-548/243,4.9=-108/525,4-8=-735/314,5-8=-65/292 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25tt;B=45f1;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-5 to 3-1-5,Interior(1)3-1-5 to 11-0-0,Exterior(2)11-0-0 to 15-2-15 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 2)Provide adequate drainage to prevent water ponding. 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 6)Bearing at joint(s)1,7 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)1. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=120,7=199. o WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03,2015 BEFORE USE mi Design valid for use only with MITeke&connectors.This design Is based only upon parameters shown,and Is for an IndMdual L*JNdlrng component,not a truss system.Before use,the building designer must verify the<spplk:abllty 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 cud permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and properly damage. for general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPIT Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Intorrnallon avdlable from Truss Plate institute,218 N.Lee Street.Suite 312.AlexandrIa.VA 22314. Tampa.FL 33610 Job, x I Truss Truss Type Qty Ply North Florida-Lot 132 ABCC SPEC-JB T8864812 J150443 A16 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:32 2016 Page 1 ID:YVy4QNc4beALngLO_KRdBLydSQV-ABzA5yu8VLBob?FUHkxyb_8xlib3dp0RpPIs3Tz5Skz I1-11-3 9-0-0 16-8-5 18-6-8 1-11-3 7-0-13 7-8-5 1-10-3 Scale=1:41.4 10x12 M18SHS I 1.5x4 I 15x10 MT2OHS I I 3 14 15 16 4 5 I' 7.00 12 A� 13 12 'A 2 s mei1 m 8 7 '' los, z,, 1.5x4 I i 6x8= 5x8= El 6 • 7.50 12 5x10 MT2OHS II I 1-11-3 9-0-0 16-8-5 I 18-6-8 1-11-3 7-0-13 7.8.5 1-10-3 Plate Offsets(X,Y)-- [3:0-2-0,0-7-81,[5:0-3-8,Edge],[7:0-5-4,Edge1 I - LOADING (psi) � SPACING- 2-0-0 CSI. DEFL. in (loo) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.30 7-8 >723 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.77 7-8 >285 180 MT2OHS 187/143 BCLL 0.0 ' l Rep Stress Incr YES WB 0.27 Horz(TL) 0.42 6 n/a n/a M18SHS 244/190 BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:116 lb FT=20% LUMBER- BRACING- TOP CHORD 2x10 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 3-5:2x4 SP No.1 D except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.2*Except* WEBS 1 Row at midpt 3-7 5-6:2x4 SP No.1D REACTIONS. (lb/size) 1=692/0-2-10,6=678/0-3-0 Max Horz 1=199(LC 11) Max Uplift 1=-122(LC 12),6=-204(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-412/122,2-3=-895/240,5-6=-402/143 BOT CHORD 2-8=-369/761,7-8=-369/768 i; WEBS 3-8=0/367,3-7=-763/307,4-7=-13/298 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=240;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-5 to 3-1-5,Interior(1)3-1-5 to 9-0-0,Exterior(2)9-0-0 to • 13-2-15 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 2)Provide adequate drainage to prevent water ponding. 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)1,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)1. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=122,6=204. • • 0 WARNING-Verify design parameras and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MR-7473 rev.10032015 BEFORE USE. Design valid for use only with Milekw connectors.this design is based only upon paameters shown,and Is for an individual txlidkrg 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 budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always requked for stability and to prevent collgxe with possble personal Inlay and properly damage. for general guidance regarding the fabrlcallon,storage.delivery,erection and bracing of trusses and truss systems,seeANSt/TPIt Quality Criteria.DSB-89 and BCSI Butiding Component 6904 Parke East Blvd. Safely information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job , Truss (Truss Type Oty Ply North Florida-Lot 132 ABCC SPEC-JB • T8864813 J150443 A17 !Half Hip Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 S Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:33 2016 Page 1 ID:YVy4ONc4beALngLO_KRdBLydSQV-eNXYJIvmGeJfD8ggrRSB7Bh8o6zUMEfa232Pbwz5Sky 1-11-3 7-0-0 11-10-2 16-8-5 I 18-7-0 ' 1-11-3 { 5-0-13 1 4-10-2 4.10-2 1.10-11 Scale=1:35.1 NAILED 8x8= 1.5x4 II 3x4= NAILED NAILED 3x4= NAILED NAILED 3 13 14 4 15 16 17 5 18 6 ° nn nn nn nn Q n1 n 1 •7.00FITLJJ d Ar 2 1 1 nn nn nn nn l‘g 919 20 21 22 8_23EZ .b 5x8= 3x4= NAILED NAILED NAILED NAILED NA5xILED • 7 7.50'12 1.5x4 II 1-11-3 7-0.0 16-8-5 1 18-7-0 I 1.11.3 5-0-13 9-8-5 1-10-11 • Plate Offsets(X,Y)-- 13:0-5.8,0-2-0] • LOADING (psi) ) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.16 8-9 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.43 8-9 >507 180 BCLL 0.0 * Rep Stress lncr NO WB 0.44 Horz(TL) 0.09 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:228 lb FT=20% LUMBER- BRACING- TOP CHORD 2x10 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins, 3-6:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=1330/0-2-10,7=1553/0-3-8 Max Horz 1=158(LC 7) Max Uplift 1_333(LC 8),7=-470(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-675/174,2-3.2448/627,3-4=-2177/609,4-5=-800/248,5-6=-779/240, 6-7=-1587/465 BOT CHORD 2-9=-662/2157,8-9=-676/1958 WEBS 3-9=-44/564,4-9=0/384,4-8=-1437/497,5.8=-512/235,6-8=-523/1763 NOTES- 1)2-ply truss to be connected together with 10d(0.131W)nails as follows: Top chords connected as follows:2x10-2 rows staggered at 1-0-0 oc,2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x4-1 row at 0.11-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to WI plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsh h=2511;B=45ft;L=24ft;eave=41t;Cat. II;Exp B;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 4)Provide adequate drainage to prevent water ponding. 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)Bearing at joint(s)1,7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)1. • 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 1=333,7=470. 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)250 lb down and 198 lb up at 7-0-0 on top chord,and 367 lb down and 111 lb up at 7-0-0 on bottom chord. The desigrVselectlon of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Continued on nage 2 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0'7473 rev.10/03/2015 BEFORE USE. mit __ Design valid for use only with MITekb connectors.This design is based only upon parameters shown.and Is for an individual bolding component,not a truss system.Before use,the building designer east verify the applbabiity of design parameters and property incorporate this design Into the overall j bolding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent b racing MiTek" Is always required for stability and to prevent collapse with possible personal Inlray and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSVTPI1 Quality Criteria,DSB-69 and BCSI Building Component 6904 Parke East Btvd. Safety Information avdlable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 I Job • , Truss Truss Type Qty Ply North Florida•Lot 132 ABCC SPEC-JB T8864813 J150443 A17 Half Hip Girder 1 _ 2 i Job Reference(optional) I Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:33 2016 Page 2 I D:YVy4QNc4beALngLO_KRdBLydSQV-eNXYJIvmGeJfD8ggrRSB7Bh8o6zUMEfa232Pbwz5Sky LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-11.77,3-11=-54,3-6=-54,8.10=-20,7-8=-20 Concentrated Loads(Ib) Vert:3.227(B)9=-367(B)13=-160(B)14=-160(B)16=-160(B)17=-160(B)18=-160(B)19=-23(B)20=-23(B)21=-23(B)22=-23(B)23=-23(B) Q WARNING-Vivify dosIgn paametea and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.1003/2015 BEFORE USE lit Design valid for use only with MITeky connectors.This design is based only upon parameters shown,and Is for an Individual bolding component,not a truss system.Before use,the braking designer must verify the applicobllty of design parameters and properly incorporate this design into the overall building design. Wachg Indicated is to prevent buckling of IndMdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and Buss systems,seeANSI/TPI I QuaNty Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available lore Truss Plate institute.218 N.Lee Street.Suite 312,Atexardrfa.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply North Florida-Lot 132 ABCC SPEC-JB T8864814 J150443 B01 BOSTON HIP 1 1 I Job Reference(optional Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:35 2016 Page 1 ID:YVy4QNc4beALngLO_KRdBLydS0V-bmtJj_w1 oGZMSS_3zsUfCcmQswhyg6ntVNXWgoz5Skw -1.4.0. 7.5.912-7-1 i 17-3-12 i 22-0-7 23.3.13 26-9- 1 31-7-8 1.4-0 7.5.9 5-1-8 4-8-11 4-8-11 T1-3-6 3-5-4 4-10-7 Scale=1:67.0 Truss designed for wind loads in the plane of the truss only. arra= For studs exposed to wind(normal to the lace),see Standard Industry Gable End Details as applicable, i5 (+)Top chord must be braced by end jacks, or consult qualified Building Designer as per ANSI/TPI 1. - 18 roof diaphragm,or properly connected 13 purlins as shown. 10 8 111‘2° 4x4 i 6illihiss46:8 23 NAILED 4x4= 11 7.00 123x8 3x4�i 4 5 11 Bsa 12 Bm 171 26 1 2 3x4= 8x8= iN 8x10= — I al uu an an rn D pQ 111 nr eu n rn II; nn MIK$ l 33 38 39 32 40 41 3142 43 30 44 45 29 46 47 28 48 49 2750 3x6 !I • 3x4= NAILED NAILED NAILED NAILED NAILED 5x5= NAILED 3x8_ 3x4= NAILED 5x5= NAILED NAILED NAILED NAILED NAILED NAILED NAILED I 12-7-1 I 17.3.12 22-0-7 2641 31-7-8 12.7.1 4.8-11 4-8-11 4-8-11 4-10-7 Plate Offsets(X,Y)-- [2:0-3-8,Edge],[7:0-5-0,0-2-8],[22:0-4-0,0-2-12],125:0-2-12,0-2-41,131:0-2-8,0-3-01 _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.16 30 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.39 30-31 >966 180 BCLL 0.0 * Rep Stress Incr NO WB 0.53 Horz(TL) 0.11 27 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:260 lb FT=20% • LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except` TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins. 4-22:2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 6-10-7 oc bracing. BOT CHORD 2x4 SP No.2 JOINTS 1 Brace at Jt(s):16,14,17,11,9,19,22 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-6-0 REACTIONS. (lb/size) 2=1141/0-3-8,27=1093/0-3-8 Max Horz 2=167(LC 31) Max Uplift 2=-381(LC 8),27=-302(LC 8) Max Gray 2=1199(LC 36),27=1149(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1666/503,5-6=-971/198,6-8=-961/259,8-10=-943/290,10-13=-901/319, 13-15=-877/361,4-5=-1410/441,5-7=-684/309,7-9=-1200/484,9.11=-1200/484, 11-12.1200/484,12-14=-1067/405,14-16=-1067/405,16-17=-1067/405, 17-19=-1040/396,19-22=-1040/396,22-24=-1625/618,24-25=-1625/618, 25-26=-2104/563,15-18=-855/348,18-20=-929/332,20-21=-962/304,21-23=-920/227, 23-25=-989/182 BOT CHORD 2-33=-432/1485,32-33=-731/2323,31-32=-731/2324,30-31=-588/1968,29-30=-746/2354, 28-29=-563/2104 WEBS 4-33=-138/431,15-16=-232/563,26-27=-1104/312,7-33=-970/321,7-31=-377/155, 12-31=-39/279,12-30=-284/296,17-30=-138/456,25-28=-892/298,26-28=-622/2326, 25-29.176/328,22-30=-669/275,6-7=-258/151 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft eave=oft Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical lett and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 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) 2=381,27=302. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)"NAILED'indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. Continued on oaae 9 i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REPERANCE PAGE M&7473 rev.10413/20IS BEFORE USE. , Design valid for use only with Milek:,i connectors.Ibis design is based only upon parameters shown,and Is far an individual building component.not a truss system.Before use,he building designer must verify lIro:ipplkxabllty of design parameters and Inoperly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Inlrxy and property damage. For general gukkxnce regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSUIPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bbd. Safely Information(1i/citable from truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 223)4. Tampa,FL 33610 Job Truss Truss Type Ory Ply North Florida-Lot 132 ABCC SPEC-JB T8864814 J150443 B01 BOSTON HIP 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:35 2016 Page 2 I D:Wy4ONc4beALngLO_KRdBLydSQV-bmfJj_wt oGZMSS_3zsUtCcmOswhyg6ntVNXW goz5Skw NOTES- 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)68 lb down and 90 lb up at 3-0-0 on top chord,and 114 lb down and 163 lb up at 3-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:27-34=-20,1-4=-54,5-15=-54,4-5=-54,25-26=-54,15-25=-54 Concentrated Loads(Ib) Vert:33=58(F)30=8(F)38=8(F)39=8(F)40=8(F)41=8(F)42=8(F)43=8(F)44=8(F)45=8(F)46=8(F)47=8(F)48=8(F)49=8(F)50=6(F) •WARNWG-Verity design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE ANF7473 rw!1003/2015 BEFORE USE "di Design valid for use only with MIIek5'i 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 verity the appllcablity of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of lndMdual 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 kKay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/FPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bed. Safely Information available from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job. , Truss Truss Type 'Oty Ply North Florida-Lot 132 ABCC SPEC-JB T8864815 J150443 B02 Roof Special !2 1 Job Reference(option,_ 1 Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:36 2016 Page 1 ID:YVy4QNc4beALngLO_KRdBLydSQV-3yDhxKxf ZZhD4cZF W aOuIgJcgJ 1 BZaH0k1 G3CFz5SkV i 1.4.01 7.10.9 I 15-5-9 20-8-5 25-11-2 31-7-8 '1-4-0 7-10-9 7-7-1 5-2-12 5-2-12 5-8-6 Scale=1:63.3 6x6= 5 i 19 20 1.5x4 II 7.00 12 6 3x4-> • j ,.... 4 4x4= 3x4— 7 8 T 121 r.1' 3x4 183 fi 2 13 12 23 11 10 9 1.6x4 // SxS= 3x8= 3x4= 1.5x4 II 3x8 i'. 6-4-6 12-5-4 20-8-5 25-11-2 31-7-8 6-4-6 I 6-0-14 l 8-3-1 5-2-12 5-8-6 Plate Offsets(X,Y)-- [2:0-5-2,Edge),[12:0-2.8,0.3-41 LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) 1/dell Lid PLATES GRIP ll TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 IIII, Vert(LL) -0.21 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 1 I Vert(TL) -0.38 11-12 >614 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.51 i Horz(TL) 0.03 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:190 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-13 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, Except: SLIDER Left 2x4 SP No.2 2-6-0 6-0-0 oc bracing:12-13. WEBS 1 Row at midpt 5-12 REACTIONS. (lb/size) 9=676/0-3-8,2=481/0-3-8,12=1249/0-3-8 Max Horz 2=248(LC 11) Max Uplift 9=-149(LC 12),2.154(LC 12),12=-201(LC 12) Max Gray 9=676(LC 1),2=532(LC 21),12=1249(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2.4=-356/160,5-6=-721/351,6-7=-643/234,7-8=-784/261,8-9=-622/212 BOT CHORD 2-13=-176/374,12-13=-179/336,10-11=-256/800 WEBS 4-12=-524/238,5-12=-761/143,5-11=-253/825,6-11=-317/189,7-11=-358/139, 7-10=-378/167,8-10=-249/892 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=251t;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 15-5-9,Exterlor(2)15-5-9 to 18-5-9,Interior(1)25-11-2 to 31-5-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(it=lb) 9=149,2=154,12=201. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.1003/2015 BEFORE USE. Design valid for use only with MITok.Tv connectors.this design Is based only upon parameters shown-and is for an indivkkral building nut compo ent,riot a truss system.before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the ovorcil bulking design. Bracing indicated Is to prevent buckling of IndMidual truss web and/or chord members only. Additional temporary and permanent tracing MiTek- Is always required for stability and to prevent collapse wtth possible personal injury and property damage. For general guidance regaling the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/lPtI Quality Criteria,DSB-89 and BCSI Bolding Component 6904 Parke East Blvd. Safety Intormatton available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Jobe Truss 'Truss Type Qty Ply North Florida-Lot 132 ABCC SPEC-JB T8864816 J150443 603 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:37 2016 Page 1 ID:YVy4QNc4beALngLO_KRdBLydSQV-X9n38gyHK1p4im8R4HX711rnNjPbl2cAzhOdkhzSSku 1-4-0 7-10-9 15-5-9 I 19-9-5 24-1-2 31-7-0 11.4.01 7-10-9 7-7.1 4-3-12 4-3-12 7-5-14 Scale=1:63.3 6x6- 5 -i 19 20 1.5x4 j I 6 7.00 1 12 3x4 i 4x4 5x5= 4 di -.- /11111111111111 7 B . 21 3x4% o 183 ' 2r 13 12 22 23• it 10 1.5x4 // 5x5= 2x4 I I • 3x8 7,-' 3x4= 3x8 II 6-4-61 12-5-4 19-9-5 I 24-1-2 { 31-7-0 6-4-6 6-0-14 7-4-1 4-3-12 7-5-14 Plate Offsets(X,Y)-- [2:0-5-2,Edge),[12:0-2-8,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.80 Ven(LL) -0.13 11-12 >999 240 MT20 244/190 TCDL 7.0 : Lumber DOL 1.25 BC 0.51 Vert(TL) -0.25 11-12 >920 180 BCLL 0.0 * I Rep Stress Incr YES WB 0.44 Horz(TL) 0.03 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:195 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-15 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. SLIDER Left 2x4 SP No.2 2-6-0 WEBS 1 Row at midpt 5-12 REACTIONS. (lb/size) 9=679/0-3-0,2=488/0-3-8,12=1236/0-3-8 Max Horz 2=264(LC 11) Max Uplift 9=-i55(LC 9),2=-154(LC 12),12=-200(LC 12) Max Gray 9=679(LC 1),2=536(LC 21),12=1236(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-371/160,5-6=-634/328,6-7=-564/238,7-8=-700/259,8-9=-609/226 BOT CHORD 2-13=-216/414,12-13=-219/366,10-11=-252/710 WEBS 4-13=0/257,4-12=-526/239,5-12=-756/143,5-11=-237/756,7-11=-400/149, 7-10=-292/165,8-10=-231/781 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45f1;L=24ft;eave=4th Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 15-5-9,Exterior(2)15-5-9 to 18-5-9,Interior(1)24-1-2 to 31-5-4 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)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 9=155,2=154,12=200. _I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MO.7473 rev.1010312015 BEFORE USE � ' Cogan valid for use only with tvftlek4c connectors.This design is based only upon parameters shown,and is tot an individual building component.not a truss system.Bekker use,the txdking designer must verily the appllcabllty of design pxxaneters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent[kidding of individual l truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required tor stability and to prevent collapse with possble personal WAIN and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and buss systems.se eANSI/IPl1 Quality Criteria,DSB-89 and BCSI BuldIng Component 6904 Parke East Blvd. Safety 1Mormalton available from truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 ,Job .. I Truss Type Qty Ply North Florida-Lot 132 ABCC SPEC-JB T8864817 J150443 804 'Roof Special 1 1 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:38 2016 Page 1 ID:YVy4QNc4beALngLO_KRdBLydSQV-?LKRMOzv5BlaKwiee?2MgFOzR7eD1 MOJCLIAH7z5Skt 1-4.01 5-1-12 10-0-0 112.0.0 1 15-5-9 I 20-1-2 I 24-8-5 I 29-3-8 I 31-7-0 I 1-4-0 5-1-12 4-10-4 2-0-0 3-5-9 4-7-9 4-7-3 4-7-3 2-3-8 Scale:3/16"=1' 5x5= 6 21 22 4x4= 1.5x4 II 4x4= 3x5:% 7 3x4= 9 10 7.00 FT \231/ 5 ., 1.5x4.� 4 c.-? r: 3x4% 203 81�� Y �• c 14 ��• 24 25\\\613 27 12 1— • 15 5x5— 4x10= 5x12= 11 5x8= 2x5 11 4x10 II 6.00 12 I 10-0-0 1 12-0-0 I 20-1-2 I 29-3-8 131-7.0 I 10-0-0 2-0-0 8.1-2 9-2-6 2-3-8 Plate Offsets(X,Y)-- (2:0-5-2,Edge],(15:0-6-0,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 j Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.22 15-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.55 15-18 >683 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.98 i Horz(TL) 0.10 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:214 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except` TOP CHORD Structural wood sheathing directly applied or 4.0-15 oc purlins, 7-10:2x4 SP No.1D except end verticals. BOT CHORD 2x4 SP No.2'Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 12-14,11-12:2x4 SP No.1D WEBS 2x4 SP No.2'Except* 10-11:2x4 SP No.1D SLIDER Left 2x4 SP No.2 2-6-0 REACTIONS. (lb/size) 11=1161/0-3-0,2=1241/0-3-8 Max Horz 2=300(LC 11) Max Uplift 11.265(LC 9),2=-273(LC 12) Max Gray 11=1170(LC 17),2=1241(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1698/442,4-5=-1535/419,5-6=-1657/495,6-7=-1839/561,7-8=-1536/425, 8-9=-459/187,9-10=-456/185,10-11=-1188/349 BOT CHORD 2.15=-578/1517,14-15=-546/1553,13-14=-410/1158,12-13=-388/1112 WEBS 5-15=-517/220,6-14=-217/745,6.13=-266/995,7-13=-1094/382,8-13=-163/756, B-12=-1060/320,10-12=-365/1233 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24f1;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 15-5-9,Exterior(2)15-5-9 to 18-5-9,Interior(1)20-1-2 to 31-5-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6) Bearing at joint(s)11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 11=265,2=273. 0 WARNING-Wetly design panrne sse end READ NOTES ON MS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.1043/2015 BEFORE USE. NI Design valid for use only with Milei&connectors.This design is based only upon parameters shown,and Is fa an individual balding component,not a truss system.Before use,the building designer must verily the appll:ablity of design parameters aid 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 aid permanent bracing MiTek- is always rogrired for stability and to prevent collapse with p ossble personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses aid iluss systems,seeANSI/TPI1 Quality Criteria,058.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tempa.FL 33610 "JobI Truss Truss Type Qty Ply North Florida-Lot 132 ABCC SPEC-JB T8864818 J150443 1 B05I Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:38 2016 Page 1 ID:YVy4QNc4beALngLOKRdBLydSQV-?LKRM0zv5BxXKwiee?2MgF01K7eEIOyJCLIAH7z5Skt 1-4-0 5-1-12 10-0-0 12-0-0 15-5-9 18-1-2 23-8-5 29-3-8 31-7-8 11-4.01 5-1-12 4-10-4 I 2-0-0 I 3-5-9 2-7-9 i 5-7-3 i 5-7-3 i 2-4-0 Scale:3/16'=1' 6x6= 6 4x7= I.5x4 II 3x4= 3x8= �j ri 9 10 22 it Ra 700112 3x5 5 1.5x4 Q 0 4 t 3x4* 213 co 2 • • o `c. �: 5 25 26 14 27 13 142411414111%: 1 • 16 5x5= 3x4= 4x10= 5x5= 11 5x8= 3x5 I 4x10 I 6.00 F2- 10-0-0 12-0-0 18-1-2 23-8-5 29-3-8 , 31-7-8 10-0-0 2-0-0 I 6-1-2 5-7-3 I 5-7-3 2-4-0 I Plate Offsets(X,Y)-- [2:0-5-2,Edge1,17:0-5-4,0-2-41,[16:0-6.0,0.2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (lac) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.22 16-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.55 16-19 >686 180 BCLL 0.0 * Rep Stress Incr YES WB 0.88 Horz(TL) 0.10 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:234 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. SLIDER Left 2x4 SP No.2 2-6-0 WEBS 1 Row at midpt 10-11,7-13 REACTIONS. (lb/size) 11=1163/0-3-8,2=124210.3-8 Max Horz 2=318(LC 11) Max Uplift 11=-296(LC 9),2=-272(LC 12) Max Gray 11=1210(LC 17),2=1242(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-4=-1701/445,4-5=-1550/422,5-6=-1678/500,6-7=-1619/517,7-8=-1037/353, 8-9=-1037/353,9-10=-407/194,10-11=-1203/369 BOT CHORD 2-16=-618/1532,15-16=-591/1565,14-15=-452/1186,13-14=-492/1423,12-13=-195/426 WEBS 5-16=-511/241,6-15=-227/712,6-14=-246/873,7-14=-584/271,7-13=-547/164, 8-13=-339/180,9-13=-316/1076,9-12=-1036/392,10-12=-391/1238 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45fh L=24f1;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 15-5-9,Exterior(2)15-5-9 to 18-1-2 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 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 fora 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. 6)Bearing at joint(s)11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 11=296,2=272. A WARNING-Vivify design parameters and READ NOTES ON IWWS AND MVCLUDED ARTEK REFERANCE PAGE MB-7473 rov.10/03/2015 BEFORE USE. Design valid for use only with MlTekS connectors.This design is based only upon parameters shown,and is for an Individual building component.not a buss system.Before use,the briding designer must verify the applicabllty of design parameters and properly incorporate this design into the overall i INN i building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracked MiTek' is always required for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate institute.218 N.Lee Street,Suite 312,Alexondda,VA 22314. Tampa.FL 33610 Job , Truss Truss Type Qty Ply North Florida-Lot 132 ABCC SPEC-JB • 18864819 J150443 806 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:39 2016 Page 1 ID:YVy4QNc4beALngLO_KRdBLydSQV-TXupZLzXsU3ox3HgCiZbNSw8MX_Lmw6TQ?VjpZz&Sirs 1.4.0, 5-1-12 10-0-0 12-0-0 14-10-0 22-0-12 29-3-8 32-3-8 i1-4-0' 5.1-12 4-10-4 l 2-0-0 I 2-10-0 I 7-2-12 I 7-2-12 3.0-0 5x5= Scale:3/16'=l' 3x8= 1.5x4 II 3x8= 23 24 7 8 9 rj r. $ .i 3x5 i 7.00 t2 5 1 1.5x4 E 4 3241: x4�i I 213 '$ ` -- tyrt/ 15 14 25 13 26 12 11kirs :._ 16 5x5= 3x4= 1.5x4 II 5x12= 11 10 4x7 ;I 5x8= 3x4= 4x10 I 6.00112 10-0-0l 12-0-0 . 14-10-0 I 22-0-12 I 29-3-8 { 31-3-8 32-3-8 10-0-0 2-0-0 ' 2-10-0 7-2-12 7-2-12 2-0-0 1-0-0 Plate Offsets(X,Y)-- [2:0-5-2,Edge1,[6:0-2-8,0-2-11,[10:0-3-8,Edge),[11:0-2-0,0-1-01,[16:0-6-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) (/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.21 16-19 >999 240 MT20 244/190 TCDL 7.0 1 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.54 16-19 >715 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.57 Horz(TL) 0.10 10 n/a Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH . Weight:236 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. SLIDER Left 2x4 SP No.2 2-6-0 WEBS 1 Row at midpt 9-10,6-14,7-12,8-12 REACTIONS. (lb/size) 10=1188/0-3-8,2=1267/0-3-8 Max Horz 2=327(LC 11) Max Uplift 10.321(LC 9),2=-275(LC 12) Max Gray 10=1231(LC 17),2=1267(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1746/469,4-5=-1588/445,5-6=-1690/525,6-7=-1232/424,7-8=-463/231, 8-9=-460/229,9-10=-1217/392 BOT CHORD 2-16=-680/1550,15-16=-657/1563,14-15=-530/1281,13-14=-440/1178,12-13=-440/1178 WEBS 5-16=-476/270,6-15=-238/584,7-14=-132/295,7-13=0/408,7-12=-1094/333, 8-12=-303/198,9-12=-418/1269 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=4511;L=24ft;eave=oft Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 14-10-0,Exterior(2) 14-10-010 19-0-15 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 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.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) 10=321,2=275. 0 WARNING-Verify design parameters and READ NOTES ON TNS AND INCLUDED MITER REFERANCE PAGE M1-7473 rev.imams BEFORE USE — Design valid for use only with Mlleke connectors.This design Is based only upon parameters shown,and Is for an ixiMdud building component,not a truss system.Before use,the building designer must verity the applicobllty of design parameters and property incorporate This design Into the overall building design. Bracing indicated Is to prevent buckling of Indivkiud truss web and/or chord members only.Additional temporary aid permanent bracing MiTek' is always required for stability and to prevent collapse with possde personal injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Crtterpa,DSB-89 and BCSI Building Component 6904 Parke East Bird. Safely Information avdla le Born Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job , Truss Truss Type Qty Ply North Florida-Lot 132 ABCC SPEC-JB T8864820 J150443 807 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:40 2016 Page 1 I D:YVy4QNc4beALngLO_KRdBLydSQV-xjSCnh_9doBfZDs0lP4gvgTJOxKaV NKcfeEHL0z5Skr -1.4.0 5-1-12 10-0-0 12.0-0 15-3-0 22-3-4 29-3-8 32-3-8 1-4-0 5-1-12 I 4-10-4 1 2-0-0 1 3-3-0 7-0-4 7-0-4 i 3-0-0 5x5= Scale:3/16'=1' 3x8= 1.5x4 I 3x8= 6 P3 7 8 9 i 91 .. 3x5 i 22 7.00 12 5 / 14 2 1.5x4'Z: 18 • 4 „sosNt 3x4;- 213 213 I1 c. I d 14.000040°." no �/ j5 14 13 1-2411111111141% I� d 16 5x5= 3x4= 24 1.5x4 i l 25 5x12= 11 jp 4x7 II 4x10 I 5x8= 3x4= 6.0017T 10-0-0 12-0-0 , 15-3-0 22-3-4 2931 .8 31-3-8 2-3.8 ' 10-0-0 i 2-0-0 ' 3-3-0 7-0-4 7-0-4 1 2-0-0 .0-d Plate Offsets(X,Y)-- 12:0-5-2,Edge1,(6:0-2-8,0-2-11,[10:0-3.8,Edge1,[11:0-2.0,0-1-01,116:0-6-0,0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.22 16-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.54 16-19 >714 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.57 Horz(TL) 0.10 10 n/a rile BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:238 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-14 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. SLIDER Lett 2x4 SP No.2 2-6-0 WEBS 1 Row at midpt 9-10,6-14,7-12,8-12 REACTIONS. (lb/size) 10=1188/0-3-8,2=1267/0-3-8 Max Horz 2=335(LC 11) Max Uplift 10=-325(LC 9),2=-274(LC 12) Max Gray 10=1234(LC 17),2=1267(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1745/467,4-5=-1582/444,5-6=-1693/527,6-7=-1200/420,7-8=-452/231, 8-9=-449/230,9-10=-1218/395 BOT CHORD 2-16=-684/1550,15-16=-663/1568,14-15=-524/1251,13-14=-431/1132,12-13=-431/1132 WEBS 5-16=-482/274,6-15=-246/615,7-14=-142/318,7-13=0/400,7-12=-1078/331, 8-12=-295/193,9-12=-419/1265 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 15-3-0,Exterior(2)15-3-0 to 19-5-15 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 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.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) 10=325,2=274. 0 WARNING-Vali),dosign pammetws and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 1I1-7473 rev.1003/2015 BEFORE USE mil• Design valid for use only with Mlieke connectors.this design Is based only upon parameters shown.and is for an!mix/dual building 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 [wilding design. Racing indicated Is to prevent buckling of Indlvkual 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 Wy and property damage. for general guidance regarding the fabrication,storage.delivery,erection and bracing of trsses and truss systems.seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Bulking Component 6904 Parke East Blvd. Safety Information avcitable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa.FL 33610 • Job , ,Truss Truss Type Qty Ply North Florida-Lot 132 ABCC SPEC-JB I T8864821 J150443 B08 Half Hip 1 1 Job Reference(optional) 1 Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:41 2016 Page 1 ID:YVy4ONc4beALngLO_KRdBLydSQV-PWOa_1?oO6J W BNRDJ7b3StOW OKgeEnumul_gtSz5Skq 1.4-0, 5.1.12 10.0-0 12-0-0 17-3-0 23-3-4 29.3.8 32-3-8 [1.4.0' 5-1-12 i 4-10-4 i 2-0-0 I 5-3-0 6-0-4 I 6-0-4 i 3-0-0 454= 3x8= 1.5x4 I 4x7= Scale=1:69.6 6 23 24 7 8 9 • r•' 7.00!12 3x8*22 5 °id 5x5* E 4 ti I 2413: x4�i ' 213 2poi" �_ I0 14000% �7�15 25 tq 13 26 27 12 „•�: la 16 5x5= 3x8= 1.5x4 II 5x12= it 10 5x5= 4x7 1 1 4x10 it 3x5= 6.00!12 5-1-12I 10-0-0 : 12-0-0 , 17-3-0 I 23-3-4 I 29-3-8 ,31-3-832-3-¢ 5-1.12 4-10-4 ' 2-0-0 5-3-0 6-0-4 6-0-4 ' 2-0-0 1.0.01 Plate Offsets(X,Y)-- [2:0-5-2,Edgel,[4:0-2-8,0-3-0],[10:0-3-8,Edge],[11:0-3-0,0-1-0],[16:0-3-0,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.22 16-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.53 16-19 >722 180 BCLL 0.0 ' Rep Stress Ind YES WB 0.74 Horz(TL) 0.11 10 Na Na BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:251 lb FT=20%u LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 9-10:2x4 SP No.1D WEBS 1 Row at midpt 9-10,5-14,7-12,8-12 SLIDER Left 2x4 SP No.2 2-6-0 REACTIONS. (lb/size) 10=1188/0-3-8,2=1267/0-3-8 Max Horz 2=376(LC 11) • Max Uplift 10=333(LC 9),2=-272(LC 12) Max Gray 10=1270(LC 17),2=1272(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1805/473,4-5=-1632/439,5-6=-1316/425,6-7=-1089/396,7-8=-415/235, 8-9=-412/234,9-10=-1249/408 BOT CHORD 2-16=-723/1643,15-16=-752/1788,14-15=-660/1581,13-14=-391/959,12-13=-391/959 WEBS 4-16=-289/165,5-16=-571/290,5-15=-318/894,5-14=-704/279,6-14=-88/412, 7-14=-181/419,7-13=0/346,7-12=-1052/331,8-12=-255/173,9-12=-428/1271 • NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25fh B=45fh L=24ut eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 17-3-0,Exterior(2)17-3-0 to 21-5-15 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 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 10=333,2=272. A WARNING-Vartly design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MH-7473 rev.10103/2015 BEFORE USE. • Design valid for use only with Miele,connectors.this design Is bawd only urxxr parameters shown,and is for an individual building component.not . a truss system.Before use,the txgding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall txfdng design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek' Is always required tor stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI I Qualify Criteria,OSB-89 and BCSI Building Component i 6904 Parke East Blvd. Safety Information ave la ble from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job , Truss Truss Type Qty Ply I North Florida-Lot 132 ABCC SPEC-JB T8864822 J150443 B09L —Piggyback Base 16 1 `Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:42 2016 Page 1 I D:YVy4QNc4beALngLO_KRdBLydSQV-u6ayBN0Q9PRNoX0Ptg61?5YcOk0tzE9v6yjNQuz5Skp 11.4.0 5-1-12I 10-0-0 12-0-0 17-3-0 i 23-3-4 29-3-8 32-3-8 1-4-0 5-1-12 4-10-4 2-0-0 5-3-0 6-0-4 6.0-4 3-0-0 4x4= 3x8= 1.5x4 Il 3x8= Scale=169.5 • 6 23 24 7 8 9 7.00 12 3x8 .<:-22 1 5 m d, 5x5 i 0 4 3x4 i 213 S'� 1 215 25 14 26 13 27 1`�.� Io • 16 5x5= 3x8= 1.5x4 I 5x12= 11 io 5x5= 5x5 II 6x6 II 3x4= 6.00 12 10-0-0 12-0-0 17-3-0 23-3-4 29-3-8 .31-3-832-3-8 10-0-0 2-0-0 { 5-3-0 6-0-4 6-0-4 ' 2-0-0 i o-0 Plate Offsets(X,Y)-- 14:0-2.8,0-3-01,[10:Edge,0-3.81,111:0-2-0,0-1.01,[16:03-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.22 16-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.53 16-19 >721 180 BCLL 0.0 ' Rep Stress Ind YES WB 0.74 Horz(TL) 0.11 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:251 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. SLIDER Left 2x4 SP No.2 2-6-0 WEBS 1 Row at midpt 5-14,7-12,8-12 2 Rows at 1/3 pts 9-10 REACTIONS. (lb/size) 10=1188/0-3-8,2=1267/0-3-8 Max Horz 2=376(LC 11) • Max Uplift 10=-333(LC 9),2=-272(LC 12) Max Gray 10=1270(LC 17),2=1272(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-4=-1805/473,4-5=-1632/439,5-6=-1316/425,6-7=-1089/396,7-8=-415/234, 8-9.412/234,9-10=-1248/406 BOT CHORD 2-16=-723/1643,15-16.752/1788,14-15=-660/1581,13-14=-3911959,12-13=-391/959 WEBS 4-16=-289/165,5-16=-571/290,5-15=-319/894,5-14=-704/279,6-14=-88/412, 7-14=-181/419,7-13=0/346,7-12=-1052/331,8-12=-255/175,9-12=-428/1271 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=2511;B=4511;L=24ft;eave=41t;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 17-3-0,Exterior(2)17-3-0 to 21-5-15 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 • 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 4)'This truss has been designed for a live load of 20.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) 10=333,2=272. • Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milek®connectors.This design is based only upon parameters shown,and Is for an trrfividual budding component,not - a truss system.Before use,the txuliding designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing Milek• Is always requked for stablity and to prevent collapse with possible personal Imlay and properly domage. For general guldarnce regaroIng the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seoANSI/lPt l Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East BNd. Saktly information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type I Qty Ply North Florida-Lot 132 ABCC SPEC-JB T8864823 J150443 B10 Piggyback Base 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:43 2016 Page 1 I D:YVy4QNc4beALngLO_KRd BLydSOV-M I8KPj02wj ZEQ hbbRYeXXI5r F8 LZi hR2LcTxyLz5Sko -1-4-0 5-1-12 10.0.0 . 12-0-0 17-3-0 23-9-4 30-3-8 X1.4.0' 5-1-12 I 4-10-4 2-0-0 ' 5.3.0 6.6.4 6-6-4 4x4= 3x8= 3x4 I! Scale=1:64.9 6 21 22 7 8 r tri, 7.00 j 12 3x8 i 20 5 i) 5x5 i id' 4 3x4 G 193 it"' A =a 23 24 25 14 13 5x5= 3x8= 1.5x4 I! 3x8= 5x5= 6x6 I 6.00 12 10-0-0 . 12-0-0 17-3-0 23-9-4 30-3-8 II 10-0-0 • 2-0-0 l 5-3-0 { 6-6-4 I 6-6-4 Plate Offsets(X,Y)-- [4:0-2-8,0-3-01,[9:0-4-8,0-1-8),[13:0-3-0,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.21 13-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.53 13-17 >683 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(TL) 0.15 14 Na n/a BCDL 10.0 Code FBC2014/TPI2007 , Matrix-MSH — I- Weight:218 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 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. SLIDER Left 2x4 SP No.2 2-6-0 WEBS 1 Row at midpt 8-14,5-11,7-9 REACTIONS. (lb/size) 2=1193/0-3-8,14=1114/0-3-8 Max Horz 2=380(LC 11) Max Uplift 2=-257(LC 12),14=-326(LC 9) Max Gray 2=1193(LC 1),14=1239(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1664/441,4-5=-1487/405,5-6=-1150/384,6-7=-946/361,9-14=-1239/376 BOT CHORD 2-13=-691/1527,12-13=-704/1621,11-12=-619/1433,10-11=-322/739,9-10=-322/739 WEBS 4-13=-297/168,5-13=-484/265,5-12=-295/816,5-11=-695/276,6-11=-55/322, 7-11=-221/510,7-10=0/376,7-9=-1254/387 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=451t;L=241t;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 17-3-0,Exterior(2)17-3-0 to 21-5-15 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 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 5)Bearing at joint(s)14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity 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=257,14=326. r.r. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ARI-7473 nit 1003/2015 BEFORE USE Design valid for use only With MI1ekt)connectors.this design k hosed only upon parameters shown.and Is for an hdNkkxl bolding component.not a truss system.Before use,the tuldng designer must verify the up:rlcabllfy of design parameters and properly incorporate thk design ksto the overall bolding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Milek' Is always required for stabitity and to prevent collapse with posslle personal injury and property damage. For general guidance regarding the falxtcatbn,storage,delNery,erection and bracing of trusses and truss systems.seeANSI/1P11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avalable from Buss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job . , Truss Truss Type Oty Ply North Florida-Lot 132 ABCC SPEC-JB T8864824 J150443 B11 I Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:44 2016 Page 1 ID:YVy4QNc4beALngLOKRdBLydSQV-gViic31gg1h52rAo_F9m4We1 BYhoR80CaGCUUnzSSkn 1-4- 5-1-12 10-0-0 r 12-0-0 , 17-1-9 23-8-9 30.3-8 1 1i { 1-4-0 5-1-12 4-10-4 2-0-0 5-1-9 6-6-15 6-6-15 4x4= 3x8= 3x4= Scale:3/16-=1' 6 21 22 7 8 7.00 FT 3x8 i 20 5 y(yl1 LidI3P9 11 1� If: 5x5= ., 14 13 3x8= 1.5x4 II 5x5= 5x5= 4x10 II 6.0051 10-0-0 . 12.0.0i 17-1-9 i 23-8-9 I 30-3-8 10-0-0 ' 2-0-0 5-1-9 6-6-15 6-6-15 Plate Offsets(X,Y)-- 12:0-5-2,Edgel,[4:0-2-8,0-3-01,[8:Edge,0-1-81,[13:0-3.0,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.21 13-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.53 13-17 >683 180 BCLL 0.0 * Rep Stress Incr YES WB 0.72 Horz(TL) 0.15 14 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH I Weight:217 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. SLIDER Left 2x4 SP No.2 2-6-0 WEBS 1 Row at midpt 8-14,5-11,7-9 REACTIONS. (lb/size) 2=119310-3-8,14=1114/0-3-8 Max Horz 2=377(LC 11) Max Uplift 2=-257(LC 12),14=-325(LC 9) Max Gray 2=1193(LC 1),14=1208(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-4=-1640/442,4-5=-1447/405,5-6=-1111/387,6-7=-913/362,9-14=-1208/375 BOT CHORD 2-13=-690/1474,12-13=-702/1533,11-12=-617/1359,10-11=-324/729,9-10=-324/729 WEBS 4-13=-298/168,5-13=-430/264,5-12=-295/711,5-11=-657/275,6-11=-58/309, 7-11=-219/503,7-10=0/384,7-9=-1223/388 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 17-1-9,Exterior(2)17-1-9 • to 21-4-8 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)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Bearing at joint(s)14 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity 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=257,14=325. 0 WARNING-Verily dglgn parameters and READ NOTES ON THIS AND INCLUDED M/fElr REFERANCE PAGE M0.7473 rev.1010Y1015 BEFORE USE. Design valid for use only with Mtteld9 connectors.This design is based only rgr.�n rxxorrreters shown.and is for an Individual building component.not , • a truss system.Before use,the building designer must verify the a ppiicabli fy of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPti Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job . Truss Truss Type 1 Qty Ply I North Florida-Lot 132 ABCC SPEC-JB Job , T8864825 J150443 B12 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:44 2016 Page 1 ID:YVy4QNc4beALngLO_KRdBLydSOV-gViic31 gg 1 h52rAo_F9m4W ezrYhnR8sCaGCUUnz5Skn • -1-4-0 5-1-12 10-0-0 12-0-0 15-1-9 22-8-9 30-3-8 1-4-0 5-1-12 I 4-10-4 i 2-0-0 3-1-9 I 7-6-15 i 7-6-15 4x4= Scale=1:59.5 3x8= 3x4 i I 6 21 22 7 8 r1 er 3x8-.% 5 7.00112 20 14. qln 1.5x4 Q g `d • 4 Nilissi 3x4 i 193 d 1 2 9 Li/ 12 1123 10 24 13 5x5= 3x8= 1.5x4 II 1 14 3x8= 5x5= 4x10 I 600112 10-0-0 12-0-0 15-1-9 22-8-9 30-3-8 { 10-0-0 1 2-0-0 3-1-9 I 7-6-15 I 7-6-15 Plate Offsets(X,Y)-- [2:0-5-2,Edge1,f9:0-4-8,0-1-81,[13:0-3-0,0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 1 Vert(LL) -0.21 13-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.53 13-17 >687 180 BCLL 0.0 Rep Stress Inch YES WB 0.73 Horz(TL) 0.14 14 Na Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:209 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. SLIDER Left 2x4 SP No.2 2-6-0 WEBS 1 Row at midpt 8-14,7-9 REACTIONS. (lb/size) 2=1193/0-3-8,14=1114/0-3-8 Max Horz 2=336(LC 11) Max Uplift 2=-260(LC 12),14=-314(LC 9) Max Gray 2=1193(LC 1),14=1197(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1644/451,4-5=-1447/412,5-6=-1278/430,6-7=-1067/383,9-14=-1197/358 BOT CHORD 2-13=-673/1472,12-13=-678/1518,11-12=-594/1352,10-11=-364/917,9-10=-364/917 WEBS 4-13=-304/171,5-13=-413/256,5-12=-293/652,5-11=-585/263,6-11=-100/447, 7-11=-177/402,7-10=0/429,7-9=-1310/400 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-210 15-1-9,Exterior(2)15-1-9 to 19-4-8 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) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.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)Bearing at joint(s)14 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 Qt=1b) 2=260,14=314. A WARNING-Verify design perimeters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10r53 2015 BEFORE USE. pit Design valid for use only with MltekS connectors.INs design Is based only upon parameters shown.and Is for as Individual balding component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of IndivkAra truss web and/or chord members only.Additional temporary aid permanent tracing Milek• Is always regr/red for stability and to prevent collapse with possible personal Injury and property damage. For general gridcnce regarding the fdsricatIon storage.delivery,erection and bracing of busses and Inks systems.seeANSI/lP11 Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avaliabte born Trus Plate Institute,218 N.Lee Street.Sure 312.Alexa ncrla,VA 22314. Tampa,FL 33610 Job , I Truss Truss Type Oty Ply North Florida-Lot 132 ABCC SPEC-JB Job . T8864826 J150443 B13 Roof Special 11 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:45 2016 Page 1 I D:YVy40Nc4beALngLO_KRdBLydSOV-IhG5gP21RKpyf?I_Yzg7cjACSy19AetLpwy20Dz5Skm 1.4. 5-1-12 10-0-0 12-0-0 I 15-7-8 18-1-7 24-2-7 30.3.8 i1II I 1-4-0 5-1-12 4-10-4 2-0-0 3-7-8 2-5-15 6-1-1 6-1-1 Verticals that are extended below a chord forming a"Leg Down"condition, Scale:3/16•=1' are not designed to resist lateral forces between the truss and the support. Additional design considerations(by others)are required to transfer these forces to the appropriate lateral force resisting elements. 6 656= (Typical for all applicable"Leg Down"trusses in this job) 4x7= 1.5x4 II 4x4= 7 8 9 41:21 9C 7.00 12 3x5 5 • N - 1.5x4 NJ, 4 co • 3x4 4- 203 2033 t/ el Ii 1 2 i� I� j3 22 23 12 24 11 25 Lkl 10 t 15 14 5x5= 3x4= 4x10= 3x4= 5x8 6x6 6.00 12 10-0-0 12-0-0 I 18-1-7 24-2-7 { 30-3-8 10-0-0 ' 2-0-0 6-1-7 6-1-1 6-1-1 Plate Offsets(X,Y)-- [7:0-5.4,0-2-41,114:0-6-0,0-2-8] LOADING (psf) ( SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.22 14-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.55 14-18 >663 180 BCLL 0.0 ' 1 Rep Stress Incr YES WB 0.55 Horz(TL) 0.10 15 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MSH Weight:211 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-11 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-11 oc bracing. SLIDER Left 2x4 SP No.2 2-6-0 WEBS 1 Row at midpt 9-15,7-11 REACTIONS. (lb/size) 2=1193/0-3-8,15=1114/0-3-8 Max Horz 2=324(LC 11) Max Uplift 2=-262(LC 12),15=-287(LC 9) Max Gray 2=1193(LC 1),15=1191(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1614/423,4-5=-1471/400,5-6=-1572/475,6-7=-1433/473,7-8=-803/301, 8-9=-803/301,10-15=-1191/333,9-10=-1071/339 BOT CHORD 2-14=-603/1461,13-14=-572/1480,12-13=-428/1086,11-12=-451/1267 WEBS 5-14=-467/230,6-13=-230/713,6-12=-207/731,7-12=-459/241,7-11=-655/197, 8-11=-382/214,9-11=-371/1255 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=2511 B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 15-7-8,Exterior(2)15-7-8 to 18-1-7 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)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Bearing at joint(s)15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=262,15=287. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/0.3/2015 BEFORE USE • Design valid for use only with Mtielr5 connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the txiking 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 MITE** is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parks East Blvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems,sec-ANSI/Dill Gully Criteria,DSB-89 and SCSI Building Component Slaty Information available from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job . I. Truss 'Truss Type ;Qty Ply I North Florida-Lot 132 ABCC SPEC-JB ' T8864827 J150443 814 Roof Special 1 1 _ Job Reference(optional) I Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:46 2016 Page 1 ID:YVy4QNc4beALngLO_KRdBLydSQV-mtpT113wCexpH8KA6gBE9xjPALNMv4EVlahbZgz5Skl 1.4.0 5-1-12 10-0-0 12-0-0 15.7.8 20-1-7 25-2-7 30-3-8 I I1-4-01 5-1-12 4-10-4 I 2-0-0 i 3-7-8 4-5-15 5-1-1 5-1-1 Scale:3/16'=1' 5x5=- 6 6 ii 21 22 4x4= 3x8= 2x4 II 3x5 7 8 9 7.00 FIT W _ r 5 u • - 1.5x4 Q w N 4 66 r. n 3x4,i 1 203 'al 210 1 ! �3 23 24 12 11 d 14 5x5= 3x8= 1.5x4 H 3x5'S 5x8= 6x6 I 6.00 FIT 10-0-0 112-0-0 20-1-7 25-2-7 { 30-3-8 10-0-0 2-0-0 8-1-7 5-1-1 5-1-1 Plate Offsets(X,Y)-- (14:0-6-0,0.2.8) LOADING(psi) ( SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.23 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.55 14-18 >656 180 BCLL 0.0 * Rep Stress!nor YES WB 0.61 Horz(TL) 0.10 15 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:203 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2.13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. SLIDER Left 2x4 SP No.2 2-6-0 WEBS 1 Row at midpt 9-15,8-10 REACTIONS. (lb/size) 2=1193/0-3-8,15=1114/0-3-8 Max Horz 2=307(LC 11) Max Uplift 2=-263(LC 12),15=-247(LC 9) • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1614/421,4-5=-1461/398,5-6=-1530/470,6-7=-1540/507,7-8=-1263/381, 10-15=-1114/315 BOT CHORD 2-14=-565/1427,13-14=-530/1452,12-13=-389/1031,11-12=304/800,10-11=-304/800 WEBS 5-14=-478/210,6-13=-217/767,6-12=-221/722,7-12=-973/359,8-12=-208/791, 8-10=-1239/359 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=411;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 15-7-8,Exterior(2)15-7-8 to 18-7-8,Interior(1)20-1-7 to 30-1-12 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)Bearing at joint(s)15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=263,15=247. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111n.7473 rev.100312015 BEFORE USE. Design valid for use only with Mlleks>connectors.fits design k based only upon paameters shown.and Is f r can kvflvkdrlal building component,not a Miss system.Before use-the bulking designer must verify the applicablity of design parameters and properly i corporate this design into the overall • biking design. Bracing Indicated h to prevent buckling of IndivIdud trussMak' web and/or chord members only.Additional temporary and permanent bracing is always requked for stat:4l1ty and to prevent c W lcpse with possible personal injury and property darrrage. For general gnidcrnce regarding the• 6904 East Blvd.fatricati n.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,OSB-89 and BCSI Building Component 6a P-ParkeFEast • Safety Information avciable from Trus Plate institute.218 N.Lee Street.Stile 312.Alexandria VA 22314. Job . • Truss Truss Type Qty Ply North Florida-Lot 132 ABCC SPEC-JB T8864828 ;J150443 B15 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:47 2016 Page 1 ID:YVy4QNc4beALngLO_KRdBLydSOV-E4NrF54Yzy4gvluMgOiUh8GVXIjfeTceGER856z5Skk ,-1-4-0 5-1-12 1 10-0-0 112-0.0 15-7-8 22-1-7 26-0-11 1 30-3-8 1-4-0 5-1-12 4-10-4 2-0-0 3-7-8 6-5-15 3-11-5 4-2-13 ' Scale:3116'=1' 5x8 6 1 21 '; 22 7.00 12 3i 5 • 4x4= 1.5x4 i I 5 3x4= 9 1.5z4 4 r'A‘AN 3x4% m 203 2 0 10 ¢ 1 ��3 12 11 1- 5x5= 14 3x4= 3x4= f 15 3x8= 5x8= 6x6 11 6.00 12 10.0.0 { 12-0-0 { 15-7-8 22-1-7 i 30-3-8 { 10-0-0 2-0-0 3-7-8 6-5-15 8-2-1 Plate Offsets(X,Y)-- 110:0-4-8,0-1-81,114:0-6-0,0-2.81 LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. In (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.22 14-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.54 14-18 >665 180 BCLL 0.0 * Rep Stress Incr YES WB 0.85 Horz(TL) 0.12 15 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:197 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-2 oc bracing. SLIDER Left 2x4 SP No.2 2-6-0 REACTIONS. (lb/size) 2=1193/0-3-8,15=1114/0-3-8 Max Horz 2=289(LC 11) Max Uplift 2=-265(LC 12),15=-220(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1615/418,4-5=-1461/394,5-6=-1507/467,6-7=-1238/363,7-8=-1386/391, 10-15=-1114/299 BOT CHORD 2-14=-524/1351,13-14=-487/1344,12-13.343/996,11-12=-439/1403,10-11=-298/819 WEBS 5-14=-384/196,6-13=-225/615,6-12=-81/448,7-12=-517/190,7-11=-559/223, 8-11.217/915,8-10=-1237/363 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;Lt24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 15-7-8,Exterior(2)15-7-8 to 18-7-8,Interior(1)22-1-7 to 30-1-12 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)Bearing at joint(s)15 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 2=265,15=220. 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE. f Design vdki for use only with MileliS connectors.this design Is based only upon parameters shown-and Is for an Individual building component,not ! . a Inns system.tietore use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall I bulking design. ttrcx:hg 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 kitty and property damage. For general guidance regarding the fabricators.storage,delivery.erectors and tracing of trusses and truss systems.seeANSI/TPI l Quality Criteria.058-89 and SCSI Bu lding Component 6904 Parke East Bird. Safely Information avdlable horn Truss Plate institute,218 N.Lee Street.Stile 312,Alexandria.VA 22314. Tanga,FL 33670 • Job , ,, Truss Truss Type Qty Ply North Florida-Lot 132 ABCC SPEC•JB 18864829 J150443 B16 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:48 2016 Page 1 I D:YVy4ONc4beALngLO_KRdBLydSQV-iGxDSQ4BkFCW W STZD5Dj EMojZ93tN 1 FnVuAidYz5Skj 1.4.0 5-1-12 10.0.0 12-0-0 15-7-8 19-10-7 24-1-7 30-3-8 11.4.0 i 5-1-12 I 4-10-4 } 2-0-0 I 3-7-8 i 4-2-15 I 4-2-15 i 6-2-1 Scale:3/16'=1' 6x6 6 1 P1 22 3x4 7.00 12 3x5 i 7 5 5x5= 4x4= • 8 9 - i 1.5x4�� V 4 N N 3X4 2033 d 2 0 01 t �13 24 12 11 10 Jl51¢ 5x5= 4x10= 14 3x4= 2x4= 5x8= 6x6 6.00!12 10-0-0 . 12-0.0I 18.0-11 24-1-7 I 30-3-8 i 10-0-0 2.0.0 6-0-11 6-0-11 6-2-1 Plate Offsets(X,Y)-- (14:0-6-0,0-2-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.22 14-18 >999 240 MT20 244/190 TCDL 7.0 I Lumber DOL 1.25 BC 0.91 Vert(TL) -0.55 14-18 >652 180 BCLL 0.0 ' Rep Stress Ince YES WB 0.38 Horz(TL) 0.10 15 rVa n/a BCDL 10.0I Code FBC2014/TP12007 Matrix-MSH Weight:195 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-1 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-4-7 oc bracing. SLIDER Left 2x4 SP No.2 2-6-0 REACTIONS. (Ib/sIze) 2=1193/0-3-8,15=1114/0-3-8 Max Horz 2=272(LC 11) Max Uplift 2=-266(LC 12),15=-219(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1614/415,4-5=-1462/391,5-6=-1514/467,6-7=-1374/435,7-8=-1810/511, 8-9=-1473/385,10-15=-1114/285,9-10=-1053/296 BOT CHORD 2-14=-480/1397,13-14.441/1403,12-13=-296/1005,11-12=-379/1250 WEBS 5-14=-426/176,6-13=-217/708,6-12=-166/619,7-12=-424/205,7-11=-157/469, 8-11=-1150/368,9-11=-423/1689 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 15-7-8,Exterior(2)15-7-8 to 18-7-8,Interior(1)24-1-7 to 30-1-12 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)Bearing at joint(s)15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(it=lb) 2=266,15=219. 0 WARNWO•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10022015 BEFORE USE. I I mitDesign valid for use only with MileirS connectors.This design is txsed only upon parameters shown,and Is for an individual building c<ret.Krnent.not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall bulking design. Bracing indicated is to prevent buckling of IndhAdud truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always requited for stability and to prevent collapse with possible personal hklry and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of misses and truss systems,seeANSI/1PI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bird. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa-FL 33610 Job. • Truss Truss Type 1 Qty I Ply North Florida-Lot 132 ABCC SPEC-JB 78864630 J150443 B17 Root Special 'i tI �1 1 1 Job Reference(optional) Manning Building Supplies.Jacksonville,FL 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Jun 17 11:54:482016 Page 1 ID:YVy4GNc4beALngLO_KRdBLydSQV-6VKS3TEgC1CYpFYSz6aANHxAGEOMM8vJ6H?rylz5Oyr -i-4-0 5-1.12 10.0.0 12-0-0 15-7-8 20-10-7 26-1-7 30-3-8 '1-4-0 5-1-12 4-10-4 I 2-0-0 I 3-7-8 I 5-2-15 l 5-2-15 + 4-2-1 4x5 I I Scale=1:62.4 6 ii 25 24 3x5 i 2x4 !/ 7.0012 7 5 n 2x4 4x4= 3x4— 8 9 4 3X4 i arid, 233 ch;N •2 10 0 i 1 ♦�, 16 1"5• '2..6�. •:'..•:::14••••♦••27♦•••1312 i t I. 18 17 5x6= 3x8= 3x4- 2x4= 5x8= 3x8 H 6.00 12 �- 19.0.11 100.0 I 2?uo td-e-19 S-7478 ---- P-9 --- 7 11 f -2$ I 0-6-10 • Plate Offsets(X,Y)-- (2:0-5-2,Edge1,I17:0-5-8,0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.22 17-21 >703 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.55 17-21 >279 180 BCLL 0.0 •' � Rep Stress Incr YES WB 0.42 Horz(TL) 0.03 18 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MSH Weight:188 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.5-5 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-6-0 WEBS 1 Row at midpt 6-16,6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-3-8 except(jt=length)14=5.6-0,15=0-1-0,13=0-1-0. (Ib)- Max Horz 2=254(LC 11) Max Uplift All uplift 100 lb or less at joint(s)18 except 2=-155(LC 12),14=-194(LC 1),15=-115(LC 12),13=-214(LC 12) Max Gray All reactions 250 lb or less at joint(s)14 except 2=660(LC 21),18=501(LC 1),15=580(LC 1),13=763(LC 1) • . FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-23=-936/0,3-23=-928/0,3-4=-661/190,4-5=-491/157,5-24=-399/171,6-24=-377/184, 6-25=-301/131,7-25=-322/119,7-8=-329/76,8-9=-616/131,10-18=-501/99, 9-10=-486/107 BOT CHORD 2-17=-221/627,16-17=-127/438,11-12=-143/629 WEBS 4-17=-269/128,5-17=-57/250,5-16=-463/215,7-12=-289/175,8-12=-421/127, • 9-11=-111/712 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2pst;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 15-7-8,Exterior(2)15-7-8 to 18-7-8,Interior(1)26-1-7 to 30-1-12 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.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. 6)Bearing at joint(s)18 considers parallel to grain value using ANSI TPI 1 angle to grain formula. Building designer should verily capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)15,13. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)18 except(jt=lb) 2=155,14=194,15=115,13=214. LOAD CASE(S) Standard A WARNING-Verily deslpn parameters and READ NOTES ON THIS AND INCLUDED 9(ITEK REFERANCE PAGE 9(11.7473 rev.10/03/2015 BEFORE USE. ml• Design valid for use only with MITek&connectors.This design Is based only upon parameters shown.and Is for an IndMdual building component,not a taus system.Before use,the building designer must verity the appticabilby of design parameters and properly Incorporate this design Into the overall bullring design. Bracing Indicated is to prevent buckling of knalvtdua truss web and/or chord members only.Additional temporary and permanent bracing i MiTek' is always required for stability and to prevent collapse with possible personal intim,'and properly damage. For general guidance regarding the fabrication.storage,delivery.erection and bracing of trusses and truss systems.seeANSI/TP11 Quality Criteria,DSB-89 and SCSI Bueding Component 6904 Parke East Bled. Safely Information avdbable from Truss Rote Institute,218 N.Lee Street.Stile 312.Alexandria.VA 22314. Tampa-FL 33610 1 'Job . Truss Truss Type Qty Ply North Florida-Lot 132 ABCC SPEC-JB T8864831 J150443 B18 Common Structural Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:50 2016 Page 1 I D:YVy4QNc4beALngLO_KRdBLydSQV-ff3_t66RGtSEmmdxLW GBJnu1 YzoZrtd4yCfpi Rz5Skh 14-0 7-11.8 95.12 15-7-8 22-9-12 30-3-8 l 1.4.0 i 7.11.8 l 1-6-4 l 6-1-12 I 7-2-4 ' 7-5-12 Scale=1:61.5 4x4= • 6 n 42 43 7.00 12 5 3x5 G 3x5 Q 4 7 pop, 3x5 i `: 34 35 44 413_ I 8 2 ' 36 ' a 4s 46 16 15 3x10 I'. 6x6— 14 13 12 11 47 10 9 4x10 II • 21-5-12 6-4.6 11-5-12 12.5-4 19-5-12 21-2-10 30-34 64-6 I 5-1-6 0.113 7-0-8 1 13.140✓3•2 8.9.12 Plate Offsets(X,Y)-- 12:0-3-8,Edge1,[6:0-2.0,Edge1,18:Edge,0-5-01,115:0-3-0,0-3-41 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.28 16-39 >539 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.73 16-39 >204 180 • BCLL 0.0 ' Rep Stress Incr YES WB 0.58 Horz(TL) 0.05 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:224 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1D'Except* TOP CHORD Structural wood sheathing directly applied or 5.2-3 oc purlins. 1-3:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No.1D JOINTS 1 Brace at Jt(s):34,35 • WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 WEDGE Right:2x8 SP No.1D REACTIONS. All bearings 11-7-8 except(jt=length)2=0-3-8,15=0-3-8. (Ib)- Max Horz 2=192(LC 11) Max Uplift All uplift 100 lb or less at joint(s)8,9,14 except 2=-158(LC 12), 15=-125(LC 12),13=-200(LC 16) Max Gray All reactions 250 lb or less at joint(s)11,10,9,12,13 except 2=729(LC 1),8=502(LC 1),15=688(LC 17),14=544(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-797/185,4-5=-483/124,5-6=-428/185,6-7=-490/177,7-8=-768/194 BOT CHORD 2-16=-63/677,15-16=-63/677,14-15=0/328,13-14=-79/562,12-13=-79/562, 11-12=-79/562,10-11=-79/562,9-10=-79/562,8-9=-79/562 WEBS 4-34=-462/192,20-34=-475/245,15-20=-571/180,16-20=0/350,14-36=-364/230, 35-36=-355/226,7-35=-370/233 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=2411;eave-4f1;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 15-7-8,Exterior(2)15-7-8 • to 18-7-8 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 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 tit between the bottom chord and any other members,with BCDL=10.Opsf. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,9,14 except (jt=lb)2=158,15=125,13=200. • . 4 1 0 WARNING-Verify dealpn parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE Mil-7473 rev.1032015 BEFORE USE. id• Design valid for use only with MlTekm connectors.This design k based only utxr1 parameters shown,and Is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design Ixxorneters 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. Addlttonat temporary and permanent tracing MiTek• k dways required for stabalty and to prevent collapse with possible personal kitty and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing o1 trusses and truss systems.seeANSI/TPI1 Quality Criteria.DSB-69 and SCSI Bul ding Component 6904 Parke East Blvd. Safety Infomnalon available horn Truss Plate Institute.218 N.Lee Street Suite 312,Alexa n drkz VA 22314. Tampa.FL 33610 Job , Truss Truss Type i Qty Ply North Florida-Lot 132 ABCC SPEC-JB T8864832 J150443 1 B19 Half Hip Girder 11 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:51 2016 Page 1 ID:YVy4QNc4beALngLO_KRdBLydSOV-7rdM4S731Aa5NwC8vDnQs_Q8UM80aHnEBsPMEtz5Skg -1-4-0 2-8-0 7-7-8 12-5-4 17-11-5 23-5-7 29-3-0 1-4-0 { 2-8-0 1 4-11-8 I 4-9-12 i 5-6-1 l 5-6-1 I 5-9-9 Scale=1:51.7 NAILED NAILED NAILED NAILED NAILED NAILED NAILED 4x7= E. 7 00 i 12 1.5x4 II 5x12= 6x6= 3x10= 3x4= NAILED NAILED NAILED NAILED NAILED NAILED NAILED 3x4 i 4 20 21 22 5 23 24 6 25 26 27 28 7 29 30 831 32 33 9 3, •00'J;:a On DB$ nn BI a BII RO lJ nn M lir;-1 MI nn O 2 °i1 illn nn a ` ) nn n n an an sn nn np 15 34 35 14 36 37 13 38 39 40 12 41 42 11 44 45 10 3x5 I 1.5x4 11 NAILED 4x10= NAILED 6x6= NAILED 5x12 3x5 NAILED 1.5x4 II NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 2-8-0I 7-7-8 I 12-5-4 I 17-11-5 23-5-7 29-0-8 29-3-0 I2-8-0 4-11-8 4-9-12 5-6-1 5-6-1 5-7-1 0-2-8 Plate Offsets(X,Y)-- [4:0-5-4,0-2-0],[7:0-3.0,0-3-41,[9:Edge,0-1-81,113:0.3-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.12 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.28 11-12 >708 180 BCLL 0.0 * Rep Stress Incr NO WB 0.78 Horz(TL) 0.02 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 . Matrix-MSH Weight:148 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc puffins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 10-13:2x4 SP No.1D BOT CHORD Rigid ceiling directly applied or 4-3-1 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 8-10 SLIDER Left 2x4 SP No.2 2-6-0 REACTIONS. (lb/size) 10=1191/0-3-0,2=550/0-3-8,13=2810/0-3-8 Max Horz 2=79(LC 20) Max Uplift 10=-249(LC 5),2=-186(LC 8),13=-589(LC 5) • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. • TOP CHORD 2-4=-593/207,6-7=-1761/320,7-8=-1761/320 BOT CHORD 2-15=-180/512,14-15=-177/522,13-14=-1473/314,12-13=-1473/314,11-12=-501/2403, 10-11=-501/2403 WEBS 4-15=0/319,4-14=-332/52,5-14=-483/248,6-14=-497/1831,6-13=-2516/646, 6-12=688/3447,7-12=-644/274,8-12=-684/161,8-11=0/532,8-10=-2432/490 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft Cat. it;Exp B;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=1b) 10=249,2=186,13=589. 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+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-4=-54,4-9=-54,10-16=-20 Continued on nave 2 A WARNMr°-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mfl-7473 rev.I0/03/2015 BEFORE USE. 111 Design valid for use only with Mllek6 connectors.This design Is based only upon parameters shown,and Is for an krfMdoal holding component,not a truss system.Before use,the building designer nxal verify the applicability of design parameters and properly Incorporate this design Into the overall bulling design. Bracing Indlcated Is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing Ml; Tek" Is always required for stability and to prevent collapse with possble personal inky and properly damage. For general guidcnce regarding the fabrication,storage.delivery-erection and bracing of lasses and Miss systems,seeANSVlPI l Quality Criteria,DSB-89 and SCSI Mang Component 6904 Parke East Bbd. Safely IrMonnallon available from truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 (Job Truss Truss Type Qty Ply North Florida-Lot 132 ABCC SPEC-JB T8864832 J150443 B19 Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:51 2016 Page 2 ID:Wy4ONc4beALngLO,_KRdBLydSQV-7rdM4S731 Aa5NwC8vDnQs_Q8UM80aHnEBsPMEtz5Skg LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:4=-35(B)15=-55(B)20=-90(B)21=-90(B)22=-90(B)23=-90(B)24=-90(B)25=-133(B)26=-133(B)28=-133(B)29=-133(B)30=-133(B)31=-133(B)32=-133(B) 33=-133(B)34=-18(B)35=-18(B)36=-18(B)37=-18(B)38=-80(B)39=-80(B)40=-80(B)41=-80(B)42=-80(B)43=-80(B)44=-80(B)45=-80(B) • • • • • • • f A WARN/NO-Verily design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE Mg-7073 rev.10/03I2016 BEFORE USE. Design valid for use only with MITekb connectors.Ibis design Is based only upon rxrarrreters shown.and Is tor an In diNdud bolding component not a tress system.Before use,the.bulking designer must verily the applicability of design parameters and properly Incorporate this design Into the overall I leff building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing ng MiTek Is always required for slabiity and to prevent collapse with possible personal!Flury and properly damage. or general guidance regarding the kkrk:ation,storage.delivery.erection and bracing of trusses and taus systems.seeANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available horn Truss Plate Institute,218 N.Lee Sheet,Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job , Truss ;Truss Type Oty Ply North Florida-Lot 132 ABCC SPEC-JB T8864833 J150443 C01 Common Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:52 2016 Page 1 ID:YVy4QNc4beALngL0_KRdBLydSQV-b1 Bklo7hoUiy?3nKSxIf0CzTWme8JwwNQWBvmJz5Skf -1-4-0 5-2-12 10.5-8 1-4-0 I 5-2-12 5-2-12 4x4= Scale=1:22.6 6 /1 7,00 FIF 1.5x4 II bNi 1.5x4 II 5 7 3x4 i 4 cI 3 1.5x4 I I 8 cc} II ;:..= ;.MW.J!!11111 :; 0001021011 :. d 8x14= 14 13 12 11 10 1.5x4 . 1.5x4 1.5x4 I 1.5x4 I 3x4 l 10-5-8 10-5-8 Plate Offsets(X,Y)-- (2:0-1-0,0-2-4) _ LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (Loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.00 1 rVr 90 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.01 1 n/r 80 BCLL 0.0 . Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH Wind(LL) 0.00 1 Nr 120 1 Weight:52 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 10-5-8. (Ib)- Max Horz 2=74(LC 11) Max Uplift All uplift 100 lb or less at joint(s)13,14,11,10 except 2=-144(LC 12) Max Gray All reactions 250 ib or less at joint(s)9,12,13,14,11,10 except 2=258(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)-2-0-14 to 0-11-2,Exterior(2)0-11-2 to 5-2-12,Corner(3)5-2-12 to 8-2-12 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)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 psi bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 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)13,14,11,10 except(jt=lb)2=144. 0 WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10455/2015 BEFORE USE. mit • Design valid for use only with Woke connectors.this design is based only upon parameters shown,and Is for car indivkival txrldirtft component,not a truss system.Before use,the bulking designer must verify the applicability of design parameters and property Incor{:x,roto this design into the overall bulking design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional ternpocary aid permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal inlay and property damage. For general guidance regarding the 6904 Parke East Blvd.krtxk:atkin,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/lPI l Quality Criteria.DSB-89 and SCSI Ming Component Safety Inlormaton available from Truss Plate Institute,218 N.Lee Street.Suile 312,Alexandria.VA 22314. Tampa,FL 33610 Job . Truss 'Truss Type I Qty Ply North Florida-Lot 132 ABCC SPEC-JB T88648341 J150443 CO2 Common 13 1 ,Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:53 2016 Page 1 ID:YVy4QNc4beALngLO_KRdBLydSQV-3Ek6V88JZogpdDMWOepuxPWf2Awf2NhXeAuTJmz5Ske -1-4-0 5-2-12 ( 10-5-8 1-4-0 5-2-12 5-2-12 4x4= Scale=1:24.6 4 I, J 7.0012 18 3.4 i 17 19 5 3x4 • 3 16 ' or 4 k 444144144italitii 6 2 + , i ' d 7 1.5x4 II 3x611 3x6 II 5-2-12 10-5-8 I 5-2-12 5-2-12 Plate Offsets(X,Y)-- [2:0-3-10,0-0-11,[6:0-2-0,0-1-11 LOADING (psf) ( SPACING- 2-0-0 CSI. DEFL. In (roc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.02 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.04 7-10 >999 180 BCLL 0.0 ' I Rep Stress Incr YES WB 0.05 Horz(TL) 0.01 2 rVa n/a BCDL 10.0 j Code FBC2014/TPI2007 Matrix-MSH Weight:49 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. 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 2x4 SP No.2 2-6-0,Right 2x4 SP No.2 2-6-0 REACTIONS. (lb/size) 6=382/Mechanical,2=468/0-3-8 Max Horz 2=73(LC 11) Max Uplift 6=-72(LC 12),2=-128(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-393/144,4-6=-390/149 BOT CHORD 2-7=-57/319,6-7=-57/319 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24tt;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 5-2-12,Exlerior(2)5-2-12 to 8-2-12 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)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.Ops1 on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) 2=128. a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE AM-7473 rev.10/03/2015 BEFORE USE NI Design valid for use only with MIIek4)connectors.1Ns design is based only upon parameters shown,and Is to an individual building component.reit a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling or 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 Inftsy and properly damage. for general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute,218 N.tee Street.Suite 312.Alexandria.VA 22314. Tampa FL 33610 • Job . . Truss Truss Type Qty Ply North Florida-Lot 132 ABCC SPEC-JB T88648351 J150443 CO3 Jack-Closed Girder 1 1 � • Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:53 2016 Page 1 I D:YVy4QNc4beALngLO_KRdBLydSOV-3Ek6V88JZogpdDM W 0epuxPW Y7AI82NRXeAuTJmz5Ske 7-0-0 , 7-0-0 1.5x4 :1 Scale=1:31.2 2 3 447.00 . -I All IIIIIIIIWIll -2 10 11 12 $ 1 HTU26 HTU26 4 6x8 11 2x4 11 HTU26 7-0-0 1 7-0-0 Plate Offsets(X,Y)-- (1:Edge,0-0-101 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.13 5-7 >627 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.29 5-7 >278 180 BCLL 0.0 ' Rep Stress lncr NO WB 0.00 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:35 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins, BOT CHORD 2x6 SP No.10 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-11-10 oc bracing. WEDGE Left:2x4 SP No.2 REACTIONS. (lb/size) 1=686/0-3-8,5=899/Mechanical Max Horz 1=148(LC 7) Max Uplift 1=-131(LC 8),5=-209(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.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(jt=lb) 1=131,5=209. 6)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. starling at 2-0-12 from the left end to 6-0-12 to connect truss(es)to back face of bottom chord. 7)Fill all nail holes where hanger is in contact with lumber. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:2-8=-54,2-3=-14,1-4=-20 Concentrated Loads(Ib) Vert:10=-362(B)11=-362(B)12=-362(B) 1 0 WARNING-Wally design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.1003/2015 BEFORE USE. , Design valid for use only with Mllek9 connectors.Ibis design Is based only upon parameters shown,and Is for an iodividtal building component,not a Inks system.Before tee,the building designer must verify the applicability of design parameters and properly incorporate tt design Into the overall MeV bullring design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MN Nek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general gt/dcnce regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/IP11 QuaNty Criteria,DSB-89 and SCSI BuNding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Site 312,Alexandria VA 22314. Tempe.FL 33610 Job . Truss Type Qty Ply I North Florida-Lot 132 ABCC SPEC-JB • , T8864836 J150443 J01 Diagonal Hip Girder 1 1 I ____ Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:54 2016 Page 1 ID:Wy4QNc4beALngLO_KRd BLydSQV-XQI UjU9yK5ygENxjaMK7Ud210aCCnm9gtgd0rCz5Skd -1-10-10 4-11-0 9-10-1 I 1-10-10 ) 4-11-0 I 4-11-0 5 Scale=1:30.4 NAILED 'I NAILED 15 4.95 12 e NAILED 3x4 - NAILED 4 14a NAILED 3x4 3�ihhihhhm.... d y NAILED 3 13 II f.IIII 1 ■ II II " ;i� 16 17 8 18 7 NAILED 15x4 I NAILED 6 3x8 II NAILED NAILED NAILED 3x4 NAILED 4-11-0 9-10-1 I 4-11-0 I 4-11-0 Plate Offsets(X,Y)-- 12:0-3-8,Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.04 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.12 7-8 >960 180 BCLL 0.0 ' Rep Stress Inco NO WB 0.29 Horz(TL) -0.01 5 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:48 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-6-0 REACTIONS. (lb/size) 5=143/Mechanical,2=519/0-4-9,6=309/Mechanical Max Horz 2=151(LC 24) Max Uplift 5=-74(LC 8),2=-172(LC 8),6=-67(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-533/240 BOT CHORD 2-8=-173/505,7-8=-173/505 WEBS 4-7=-567/194,4-8=0/268 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,6 except Qt=lb) 2=172. 6)"NAILED"indicates 3-10d(0.1485(3")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+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-5=-54,6-9=-20 Concentrated Loads(Ib) Vert:14=-2(F=-1,B=-1)15=-76(F=-38,B=-38)17=-7(F=-4,B=-4)18=-58(F=-29,B=-29) 1 N A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MWTEK REFERANCE PAGE MI-7473 rev1003.2015 BEFORE USE Design valid for use only with Milekyv connectors.Ills design is based only upon loranelen shown,and Is for an individual bulding component,not 1111111. a truss system.Before use,the building designer must veiny the opplicabitry of design parameters and properly incorporate this design into the overall building design. Bractig 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 urluy and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPtl Quality Criteria,DSB-89 and SCSI Sulking Component 6904 Parke East Blvd. Safety Information available from Truss Rale institute.218 N.Lee Street Suite 312,Alexarddria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply North Florida-Lot 132 ABCC SPEC-JB T8864837 1J150443 J02 Corner Jack 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:55 2016 Page 1 • ID:YVy4QNc4beALngLO_KRdBLydSQV-?cstwgAa5P4XsXWv83rMOgb1 Z_gN W Hxp6UNaNez5Skc -1.4-0 1-0-0 1-4.0 1-0-0 Scale=1:9.7 3x4 i 3 �, 7.00 12 ' 41I 2 q 1eS i • 4 3x6 11 1-0-0 1.0-0 Plate Offsets(X,Y)-- (2:0.1-12,0.0-11 LOADING (psf) SPACING- 2-0-0 ( CSI. DEFL. in (hoc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(TL) 0.00 7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 rVa rVa BCDL 10.0 1� Code FBC2014/TPI2007 Matrix-MSH Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0.0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 1-2-11 REACTIONS. (lb/size) 3=-7/Mechanical,2=167/0-3-8,4=-10/Mechanical Max Horz 2=48(LC 12) Max Uplift 3=-7(LC 1),2=-82(LC 12),4=-10(LC 1) Max Gray 3=8(LC 8),2=167(LC 1),4=11(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsh h=25ft;B=45ft L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.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)3,2,4. WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10103/2015 BEFORE USE. Design valid for use only with Mllekt connectors.This design is based oily upon t xxameters shown,and Is for an IndMdual building component,not a truss system.Before use,the building designer must verify the appllcabllty of design parcrneters and property Incorporate this design Into the overall � txrldirtg design. Bracing Initiated fs to prevent buckling of individual truss web and/or chord members only.Additional temporary aro!permanent bracing MI riot( ' is always required for stability and to prevent collgase with possible personal Inlury and property damage. For general guidance regarding the fabricatkm,storage,delivery,erection and tracing of trusses and truss systems,seeANS1/TPI1 Quality Criteria.048.89 and SCSI Building Component 6904 Parke East Bled. Safety Information avdlable horn Truss Plate Institute.218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Tanga.FL 33610 'Job , , 1 Truss Truss Type Qty Ply North Florida-Lot 132 ABCC SPEC-JB T8864838 J150443 1,103 Corner Jack 2 1 Job Reference(optional) • Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:55 2016 Page 1 ID:YVy4QNc4beALngLO_KRdBLydSQV-?cstwgAa5P4XsXWv83rM0gb1 RJYW Hxp6UNaNez5Skc -1-4-0 3-0-0 • 1.4-0 3-0-0 Scale=1:15.5 4 dA 3x4 7.00 FY 3 10 co • el N N 2 ' 1 5 3x6 11 3-0-0 3-0-0 Plate Offsets(X,Y)-- (2:0-2-0,0-0-1) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lora) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Verl(TL) -0.01 5-8 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.00 Horz(TL) 0.00 2 bila n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH [ _ _ I Weight:16 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. SLIDER Left 2x4 SP No.2 2-6-0 REACTIONS. (lb/size) 4=62/Mechanical,2=203/0-3-8,5=28/Mechanical Max Horz 2=85(LC 12) Max Uplift 4.34(LC 12),2=-60(LC 12) Max Gray 4=66(LC 17),2=203(LC 1),5=48(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0ps1;h=2511 B=4511;L=24ft;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 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 100 lb uplift at joint(s)4,2. • 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED ANIEK REFERANCE PAGE 1107473 rev.10/032016 BEFORE USE Design valid to use only with Mlteka connectors.Ibis design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the bulking ng designer must verily the applicability of design parameters and properly incorporate this design Into the overall ;� building design. Bracing indicated is to prevent b udidi ng of IndNdud truss web and/or chord members only. Additional temporary and permanent bracing Ml lei• is always requked for stability and to prevent collapse with posstle personal inky(and properly darnage. For general guidance regarding the fabrication,storage.delNery,erection and tracing of trusses and truss systems.seeANSI/IPI1 Curly Criteria,DSB•89 and BCSI Building Component 6904 Parke East Bbd. Safety Information avdable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job , r Truss Truss Type Qty Ply North Florida-Lot 132 ABCC SPEC-JB T8864839 J150443 J04 Corner Jack 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:56 2016 Page 1 ID:YVy4QNc4beALngLO_KRdBLydSQV-ToQF79BCsjCOUh55hmNbZ2886NyDFkAzL867v4z5Skb -1.4.0 5-0-0 1-4-0 5-0-0 Scale=1:21.6 4r 1�1 7.00 12 3x4 3 • 11 2 1 3x8 I 5 5-0-o 5-0-0 Plate Offsets(X,Y)-- 12:0-3-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.03 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(TL) -0.07 5-8 >842 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 2 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0.0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-6-0 REACTIONS. (lb/size) 4=114/Mechanical,2=269/0-3-8,5=57/Mechanical Max Horz 2=119(LC 12) Max Uplift 4=-61(LC 12),2=-60(LC 12) Max Gray 4=117(LC 17),2=269(LC 1),5=86(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=4511;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 4-11-4 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 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)4,2. • A WARNING-Verity desgn parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE Md-7473 rev.11/03/2015 BEFORE USE. 11111 Design valid for use only with MITek®connectors.this design Is based only upon parameters shown,and Is for an iclMdual building component.not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always requied for stability and to prevent collapse with possible personal Injury and property damage. for general grldarce regarding the 6904 Pada East BNd. fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Qualify Criteria,DSB-89 and BCSI Building Componanl Safely information available from Truss Plato Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I Job , • Truss Truss Type I Qty Ply North Florida-Lot 132 ABCC SPEC-JB T8864840 J150443 J05 Jack-Open 2 1 , Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:56 2016 Page 1 ID:YVy4QNc4beALngLO_KRdBLydSOV-ToQF79BCsjCOUh55hmNbZ284DNuAFkAzL867v4z5Skb -1-4-07.0.0 I 1-4-0 ` 7-0-0 Scale=1:27.6 4 7.00 12 so it a 3x4 i a e 3 10 2 3x8 I I 5 7-0-0 I700 I Plate Offsets(X,Y)-- (2:0-3-8,Edge] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) (/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.11 5-8 >786 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.28 5-8 >299 180 BCLL 0.0 * Rep Stress!nor YES WB 0.00 Horz(TL) 0.06 2 ri/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-6-0 REACTIONS. (Ib/size) 4=164/Mechanical,2=340/0-3-8,5=85/Mechanical Max Horz 2=152(LC 12) Max Uplift 4=-87(LC 12),2=-63(LC 12) Max Gray 4=167(LC 17),2=340(LC 1),5=124(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-371/89 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 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.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)4,2. i 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mn•7473 rev.10/032016 BEFORE USE • Design valid for use only with MllekS connectors.lt4s design i based only upon parameters shown.and Is for an Individual bulding component,not a buss system.Before use,the braking 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.Addltbrdil temporary and permanent bracing Mit;� ek• Is always required for stability and to prevent collapse with possible personal limy and property damage. For general gukiance regarding the fabsicatbn,storage,delivery,erection and brachng of trusses and truss systems.seeANS1/1PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Sooty tnormafon available from Truss Plate Institute,218 N.Lee Street.Stile 312,Alexandria,VA 22314. Tampa.FL 33610 Job $ Truss I Truss Type Qty Ply North Florida-Lot 132 ABCC SPEC-JB T8864841 J150443 J06 Diagonal Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:57 2016 Page 1 ID:YVy4ONc4beALngLO_KRdBLydSOV-x?_dLVBgd0KF5rfHFUug5FgHSnDS_8y6ZosgSXz5Ska 1.5.6 2-7-5 6-0-15 9-10-1 1-5-6 1-1-14 + 3-5-10 I 3-9-2 4 Scale=1:26.2 I NAILED NAILED f' 4.95 i,12 6x6 11 NAILED 3 NAILED 10 11011. 2 m II -11 n. 12 13 6 40 6x6= NAILED NAILED 3x4= e NAILED NAILED /A 9-10-1 I I 7-2-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.07 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.19 6-9 >597 180 BCLL 0.0 " Rep Stress Incr NO WB 0.22 Horz(TL) 0.04 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:59 lb FT=20% LUMBER- BRACING- TOP CHORD 2x10 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=461/0-2-3,4=144/Mechanical,5=373/Mechanical Max Horz 1=115(LC 21) Max Uplift 1=-68(LC 8),4=-62(LC 8),5=-83(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-711/159 BOT CHORD 2-6=-222/729 WEBS 3-6=-801/244 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)1. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4,5. 8)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.251 toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 9)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: 1-8=-76,4-8=-54,5-7=-20 Concentrated Loads(Ib) Vert:10=-60(F=-30,B=-30)11=-162(F=-81,B=-81)12=-11(F=-5,8=-5)13=-8(F=-4,B=-4) I a WARNING-Verily doslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 5111-7473 rev.10/03/201S BEFORE USE. mit Design valid for use only with Mllok©connectors.This design is based only upon parameters shown,and Is for an t dtAcksal building component,not a truss system.Before use,the Lulling designer must verify the appticatllty of design parameters and properly incorporate this doslgn Into the overall bUidng design. Bracing indicated Is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always requked for stability ato prevent collapse with possible personal filmy and property damage. For general grd da ce regarding the fabrication,storage,rmdelivery,erection and bracing 01 trusses any truss systems,seeANSI/lPl i Quilty Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bed. Safety Information avaRable from Truss Plate Institute.218 N.Lee Street.Suite 312-Alexandria,VA 22314. Tampa,FL 33610 Job • f Truss Truss Type Qty Ply North Florida-Lot 132 ABCC SPEC-JB T8864842 J150443 J07 Corner Jack 2 1 l Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:57 2016 Page 1 ID:YVy4QNc4beALngLO._KRdBLydSQV-x?.dLVBgdOKF5rfHFUug5FgOBnL?_BQ6ZosgSXz5Ska I 1-11-3 3-0-0 1-11-3 1-0-13 Scale=1:15.5 3 #11M iroflail r ^ ga q // // 3-0-0 , 1-0-13 LOADING(psf) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) 1/detl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 5 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 4 Na Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH , Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x10 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) 1=117/0-2-10,3=104/Mechanical,4=16/Mechanical Max Horz 1=50(LC 12) Max Uplift 1=-5(LC 12),3=-32(LC 12),4=-1(LC 12) Max Gray 1=117(LC 1),3=104(LC 17),4=17(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)1 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)1. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. Q WARNING•Verity design peramerors and READ NOTES ON THIS AND INCLUDEDWEB REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MilekS connectors.1Ns design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verity the applicabllty 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. Addltkxxol temporary and permanent bracing MiTek- is always required to stability and to prevent collapse with possble personal inky/and properly damage. For general guidance regarding the fablcatlon,storage,delNery,erection and bracing of trusses and truss systems seeANS1/TPl I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avalable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job. , Truss Truss Type 'Qty Ply North Florida-Lot 132 ABCC SPEC-JB T8864843 J150443 J08 Corner Jack i2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:58 2016 Page 1 ID:YVy4ONc4beALngLO_KRdBLydSQV-QBY?YrCSNKS6j_EUpBP3eTDYWBgMjegGoSbE_zz5SkZ 1-11-3 5-0-0 II 1-11-3 • 3-0-13 Scale=1:21.3 3 • ii T 7.00 FIF t d 9 ro rb lV 2 O B , ��� N 1 O o 6x6 I I 5-0-0 3-0-13 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loo) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.01 7 >999 180 BCLL 0.0 ' Rep Stress Ind YES WB 0.00 Horz(TL) 0.00 4 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH l Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x10 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) 1=190/0-2-10,3=158/Mechanical,4=27/Mechanical Max Horz 1=81(LC 12) Max Uplift 1=-8(LC 12),3=-60(LC 12) Max Gray 1=190(LC 1),3=158(LC 17),4=44(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=41t;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-5 to 3-1-5,Interior(1)3-1-5 to 4-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)1. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. i1 Q WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE -7473 rev.10/03/2015 BEFORE USE. • Design valid for use only with MfeIrS connectors.this design Is based only upon p!,ranreters shown.and Is for on kxii dual holding component.not a truss system.Before use,the building designer must verify fire applicability of design parameters and property kicort'Nolo this design Into the overall building design. @acing Indicated is to prevent buckling of individual truss web aril/or chord members oily. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the lobricalkri,storage,delivery,erection arid bracing of trusses and truss systems.seeANSI/1P11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job . I Truss Truss Type Qty Ply North Florida-Lot 132 ABCC SPEC-JB T8864844 J150443 1,109 Jack-Open 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:58 2016 Page 1 ID:YVy4ONc4beALngLO_KRdBLydSQV-OBY?YrCSNKS6j_EUpBP3eTDWNBeHjegGoSbE_zz5SkZ 1-11-3 7.0.0 1-11-3 5-0-13 • Scale=1:26.9 3 7.00[12 • co I° ,(4 8 0 2 • a 6x6= ►Z ►Z 7-0-0 l 5-0-13 LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (Loc) I/deft Ud PLATES GRIP TCLL 20.0 ; Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.05 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 4 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:41 lb FT=20% LUMBER- BRACING- TOP CHORD 2x10 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=266/0-2-10,3=214/Mechanical,4=43/Mechanical Max Horz 1=115(LC 12) Max Uplift 1=-12(LC 12),3=-89(LC 12) Max Gray 1=266(LC 1),3=215(LC 17),4=75(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-5 to 3-1-5,Interior(1)3-1-5 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.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)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)1. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. , 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MllekIS connectors.1Ns design is based only upon parameters shown,and Is for an hdlvidud building component.not a truss system.Before use,the building designer must verily the appllcabflty of design txxameters and properly Incorporate this design Into the overall bulking design. Bracing Indicated Is to prevent txucklkng of lndlAdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stablity and to prevent collapse with possible personal k>luy and property damage. for general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems.seoANSI/1Ptl Quality Criteria.DSB-89 and BCSM Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tempe,FL 33610 'Job . 'Truss Truss Type Qty Ply North Florida-Lot 132 ABCC SPEC-JB T8864845 J150443 J10 Diagonal Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:36:59 2016 Page 1 ID:YVy4ONc4beALngLO_KRdBLydSQV-uN6NmBD48eazL8pgNvw1BgmbAbxHS59P16LnWPzSSkY -1-10-10 2-1-1 4-2-3 1-10-10 I 2-1-1 2-1-1 Scale=1:15.3 4 il 10 .i.95'12 4x7 3x4— 3 12 a ' . GD N N 2 • lii. 1 , -I 1 1 - • im13 6 5 3x6 I I ►/ 3x4= ' 7 0-7-7 4-2-3 I0.7.7 I 3.6.12 Plate Offsets(X,Y)-- (2:0-3.6,0-0-51,12:1-5-7,0-1.8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.02 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(TL) 0.03 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.05 Horz(TL) -0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH 1 Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.2-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-4-6 REACTIONS. (lb/size) 4=60/Mechanical,5=-47/Mechanical,7=149/0-4-15 Max Horz 7=84(LC 24) Max Uplift 4=-28(LC 8),5=-135(LC 17),7=-284(LC 8) Max Gray 4=60(LC 1),5=87(LC 24),7=382(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25it;B=45tt;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCp1=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except Qt=lb) _ 5=135,7=284. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)71 lb down and 159 lb up at 1-4-15,and 71 lb down and 159 lb up at 1-4-15 on top chord,and 109 lb down and 222 lb up at 1-4-15,and 109 lb down and 222 lb up at 1-4-15 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:1-4=-54,5-8=-20 Concentrated Loads(ib) Vert:12=85(F=43,B=43)13=162(F=81,B=81) . id.A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 1487473 rev.10/03/2015 BEFORE USE. Design valid for use oNy with MIIek'il connectors.this design Is based oNy upon parameters shown.and Is for an individual building component.not a truss system.Before use,the building designer must verify the applicabiity of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required tot stability and to prevent collapse with possible personal Inlay and properly damage. For general guidance regarding the i fabrication,storage,delivery,erection and bracing of trusses and truss ss systems.seeANSI/TPII QuCriteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information avdiable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. i Tampa.FL 33610 I Job , Truss Truss Type Qty Ply North Florida-Lot 132 ABCC SPEC-JB T8864846 J150443 J11 Corner Jack 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:37:00 2016 Page 1 ID:YVy4QNc4beALngLO_KRdBLydSQV-MagmzXEivxipylOswcRXjultH?KsBYAZ Fm4K2sz5SkX -1.4.0 1-0-0 1-4-0 1-0-0 Scale=1:9.7 3 1/ 7.00 r2 , 2 Obi 4 3x5 i I A 5 3x4 0-9-0 1-0-0 0-9-0 0-3-0 -•-.-- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(TL) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress[nor YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 1-2-12 REACTIONS. (lb/size) 3=-83/Mechanical,4=-194/Mechanical,5=426/0-3-8 Max Horz 5=48(LC 12) Max Uplift 3=-83(LC 1),4=-194(LC 1),5=-232(LC 12) Max Gray 3=47(LC 12),4=109(LC 12),5=426(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)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 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) • 4=194,5=232. • • 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MN-7473 rev.10/03/20f5 BEFORE USE. Design valid for use only with MI Ick©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 kx:orpxxate this design into the overall bulling design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporcay and permanent bracing MHTek• is always required for stability and to prevent collapse with px,ssible personal injury and property damage. for general guidance regarding the fabrication.storage,delivery.erection and tracing of trusses and tr ss systems,seeANSI/lPt 1 Quality Criteria,DS6-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job , a Truss Truss Type i Qty Ply North Florida-Lot 132 ABCC SPEC-JB 18864847 J150443 J12 Jack-Open 115 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:37:00 2016 Page 1 tD:YVy4QNc4beALngLO_KRdBLydSOV-MagmzXEivxipylOswcRXjultl?MDBYAZFm4K25z5SkX I -1-4-0 3-0-0 1-4-0 3-0-0 Scale=1:15.5 4 /1 ,1 3x4�i 3 7.00 12 11 q N 0/ N 2 IS • ( '/ 6 3x6 II '/ 6 0.5.8I 3-0-0 0-5-8 2-6-8 Plate Offsets(X,V)-- 12:0-2-4,0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.15 Vert(LL) 0.00 5-6 >999 240 MT20 244/190 TCDL 7.0 I Lumber DOL 1.25 BC 0.11 Vert(TL) -0.00 5-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 4 n/a nVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:16 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. SLIDER Left 2x4 SP No.2 2-6-0 REACTIONS. (lb/size) 4=33/Mechanical,5=5/Mechanical,6=255/0-3.8 Max Horz 6=85(LC 12) Max Uplift 4=-25(LC 12),6=-89(LC 12) Max Gray 4=40(LC 17),5=36(LC 3),6=255(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 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 20.0psf 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)4,6. • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE MN Design valid for use only wilt!MITelrD connectors.this design Is based only upon parameters shown.and is for an Individual building cornponent.not a truss system.Before use,the Wilding designer must verity the applicability of design parameters and properly hscorporate this design Into the overall Wilding design. Bracing indicated is to prevent buckling of IndMduat truss web and/or chord members only. Acldillonal temporary and permanent bracing MiTek is dways required for stability and to prevent collapse with possible personal efu ry and property damage. For general guidance regarding the fabrication,storage,delivery,erection are,bracing of trusses and tnas systems,seeANSl/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandrta,VA 22314. Tampa,FL 33610 Job ., a I Truss Truss Type I Qty Ply North Florida-Lot 132 ABCC SPEC-JB T8864848 IJ150443 'J13 Corner Jack 1 1 , Job Reference(optional) • Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:37:01 2016 Page 1 I D:YVy4QNc4beALngLO_KRdBLydSQV-gmD8BtELgFggaSz3U KymG5r220jmw?QiUQqublz5SkW • -1-4-0 1-8-14 1-4-0 1-8-14 Scale=1:11.9 3 , ' 7.00 riF , • d 2 r` • q ill 1 ' IMMINIMMIiklild • 4 3x6 II 3x4 1-8.14 1-8-14 I • Plate Offsets(X,Y)-- (2:0-3-6,0-0.1) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP • TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 7 >999 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.00 Horz(TL) 0.00 3 nla n/a BCDL 10.0 i Code FBC2014/TPI2007 Matrix-MSH Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-8-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-1-0 REACTIONS. (lb/size) 3=26/Mechanical,2=171/0-3-8,4=7/Mechanical Max Horz 2=60(LC 12) Max Uplift 3=-12(LC 9),2=-69(LC 12) Max Gray 3=29(LC 17),2=171(LC 1),4=25(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2pst;BCDL=3.0psf;h=25ft;B=45ft L=24ft;;eave=4ft Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)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 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)3,2. • 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10N3/2O1S BEFORE USE. Mit Design valid for use only with Mllelrig connectors.Ibis design Is based only upon parameters shown.and Is for an ksdivid al bulding component,nol a muss system.Before use,the budldng designer must verify the op>Ik:dAlty of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent budding of IndWldual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required to stability and to prevent collapse with possible personal f>Ir+y and property damage. For general grickrx:e regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVlPli Quilty Criteria,DSB-89 and SCSI Butding Component 6904 Parke East Bbd. Safely Information available from Truss Plate Institute.218 N.Lee Street-Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job , l Truss Truss Type Qty Ply North Florida-Lot 132 ABCC SPEC-JB T8864849 J150443 J14 Jack-Partial Girder ,1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:37:01 2016 Page 1 ID:YVy4ONc4beALng LO_KRdBLydSQV-gmD8B,ELgFggaSz3U KymG5ruMOc1 w?4iUQqublz5SkW -3-4-10 3.3.9I 6-7-3 3-4-10 3.3-9 3.3-9 Scale=1:18.8 s � I 2.761' 13 3x4 3x4 4 3 0012 .01 d I - - ,4 15 7 6 3x4= 4x7 I I 0-4-11 6-7-3 0 4-1 6-3-1 Plate Offsets(X,Y)-- (2:0-1-12.0-1-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.05 7-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.10 7-12 >769 180 BCLL 0.0 * Rep Stress Incr NO I WB 0.02 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 I Matrix-MSH Weight_34 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-6-0 REACTIONS. (lb/size) 5=94/Mechanical,2=514/0-4-1,6.57/Mechanical Max Horz 2=88(LC 4) Max Uplift 5=-51(LC 4),2=-242(LC 4) Max Gray 5.94(LC 17),2=514(LC 1),6=125(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-680/798 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45f1;L=2411;eave=oft;Cat. II;Exp B;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 20.0psf 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)5 except(jt=lb) 2=242. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)20 lb down and 42 lb up at 2-5-11,and 47 lb down and 18 lb up at 4-5-14 on top chord,and 7 l down and 10 Ib up at 2-5-11,and 10 lb down and 3 lb up at 4-5-14 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:1-5=-54,6-8=-20 Concentrated Loads(Ib) Vert:15=3(F) WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10103/2015 BEFORE USE. Design valid for use only WW1 Mileka connectors.Ibis design is based only upon txxometers shown,and is for an individual building component.not11111 a truss system.More 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. Addllional temporary and permanent bracing MR** is always required for stability and to prevent collapse with possible personal inks y and property damage. For general guidance regarding the fabrication,storage.delivery,erection and tracing of trusses and tr ss systems.seeANSI/TPI l Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Solely information available Corn Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job , r Truss Truss Type Qty I Ply North Florida-Lot 132 ABCC SPEC-JB T8864850 J150443 J15 Corner Jack 1 1 Job Reference(optional) __ Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:37:02 2016 Page 1 ID:YVy4QNc4beALngLO_KRdBLydSQV-IynW ODFzRZyXCcYF21 T?oJ ND_o1 IfSfrj4ZR7kz5SkV -1-4-0 4-0-2 1-4-0 4-0-2 Scale=1:10.6 3 3.00 FY 1?-r - i 9 V) • i . 2• r 1 = 2x5_ Ir 4 2x5= 5 l 2.4.4 l 4-0-2 2-4-4 1-7-14 Plate Offsets(X,Y)-- (2:0-0-12,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(TL) -0.00 8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except Qt=length)2=0-3-8,5=0-3-8. (Ib)- Max Horz 2=47(LC 8) Max Uplift All uplift 100 lb or less at joint(s)3,2,4,5 Max Gray All reactions 250 lb or less at joint(s)3,2,4,5 • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-7 to 1-7-9,Interior(1)1-7-9 to 3-11-6 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.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)3,2,4,5. • • • A WARNING-trinity design paramabrs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.1OI0Y1015 BEFORE USE. 1111I' Design valid for use only with MllekB connectors.This design is based only upon parameters shown,and Is for(yr In dlvldual txridirrg component-not a truss system.Before tee,the bulking designer must verity the applicability of design parameters and properly Wee the design into the overall balding design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additk>n,>t temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal inlay and property damage. For general Sgukl.nc:e regarding the fabricatk,n.storage.delivery.erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 1 Job , n Truss Truss Type Qty Ply North Florida-Lot 132 ABCC SPEC-JB T8864851 • J150443 J16 Jack-Open 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:37:02 2016 Page 1 ID:YVy4QNc4beALngLO_KRdBLydSQV-IynW ODFzRZyXCcYF21 T?oJN6Eox3fSfrj4ZR7kz5SkV -1-4-0 8.0-0 1-4-0 i 8-0-0 Scale=1:18.0 3 iTJ 3.00 112 10 v m N 9 1 2 _ 3:6= 4 NIP5 I 2-4-4 8.0.0 2-4-4 I 5-7-12 Plate Offsets(X,Y)-- 12:0-3-O,Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Udell Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.03 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.07 4-5 >930 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 ri/a n/a i BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except Qt=length)2=0-3-8,5=0-3-8. (Ib)- Max Horz 2=79(LC 8) Max Uplift All uplift 100 lb or less at joint(s)3.2,5 Max Gray All reactions 250 lb or less at joint(s)3,2,4 except 5=359(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4f;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-7 to 1-7-9,Interior(1)1-7-9 to 7-11-4 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 beating plate capable of withstanding 100 lb uplift at joint(s)3,2,5. 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE Design valid for use only with Milekn connectors.Ibis design B based only upon parameters shown,and B for an individual building component.not a truss system.Before use.Ike building designer must verity the applicability of design parameters and properly Incorporate this design into the overall , bxlding 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 lot stability and to prevent collapse wilt)possible personal injury and property damage. For general guidance regarding the fabrlcatkn,storage,delivery.erection and bracing of trusses and truss systems,seeANSl/tPil Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BMd. Safely Information available tram Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job , F Truss I Truss Type Oty I Ply North Florida-Lot 132 ABCC SPEC-JB T8864852 J150443 J17 Jack-Open 8 I 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:37:03 2016 Page 1 I D:YVy4ONc4beALngLO_KRdBLydSQV-m9LucZGbCs5Opm7RCl?ELW WDoCETOW?ykJ?IAz5SkU .1.4.0 8-0-0 1 1-4-0 I 8-0-0 Scale=1:18.0 3 3.00112 9 1 a 4. N I 8 �� i 2 Y I y /y, I H 1 . C " 4 3x4= 8-0-0 I i 8-0-0 Plate Offsets(X,Y)-- [2:0-2-8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. � DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.18 4-7 >542 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.48 4-7 >199 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 I Matrix-MSH Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=187/Mechanical,2=374/0-3-8,4=100/Mechanical Max Horz 2=79(LC 8) Max Uplift 3=-76(LC 8),2=-117(LC 8) Max Gray 3=187(LC 1),2=374(LC 1),4=141(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25tt;B=45ft;L=24tt;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-7 to 1-7-9,Interior(1)1-7-9 to 7-11-4 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 100 lb uplift at joint(s)3 except(jt=lb) 2=117. 0 WARNING-Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MREI<REFERANCE PAGE M1-7473 rev.10/03/2015 BEFORE USE MI^ Design valid for use only with MIteM9 connectors.this design is txised only upon paameters shown,and is for an individual Ls Nding component,not a truss system.Before use,the building designer must verily the applbablity of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek- Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSt/lPlt Quality Criteria,058-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information ava iabio from Truss Plate institute.218 N.lee Street.Suite 312.Alexandrlo.VA 22314. Tarrpa,FL 33610 Job . k Truss Truss Type Oty Ply North Florida-Lot 132 ABCC SPEC-JB T8864853 .J150443 P01 Piggyback 1 1 Job_Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:37:03 2016 Page 1 ID:YVy4ONc4beALngLO_KRdBLydSOV-m9LucZGbCs5Opm7Rcl?E LW wlxCl?OvK?ykJ?fA25SkU 1.10-9I 13.0.8 1-10-9 11-1-15 Scale=1:22.5 7'00 12 3x4- 1.5x4 11 354 I I 2 7 3 8 4 . _::. 1 1 02_ El d p 3x4- 6 5 1.554 1 2x4 II I 13-0-8 13-0-8 Plate Offsets(X,Y)-- 12:0-2-0,0-2-51 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress'nor YES WB 0.04 Horz(TL) 0.00 5 rVa n/a BCDL 10.0 Code FBC2014ITPI2007 I Matrix-SH I Weight:39 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=216/12-9-8,5=189/12-9-8,6=494/12-9-8 Max Horz 1=24(LC 11) Max Uplift 1=-50(LC 9),5=-61(LC 9),6=-153(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-262/119 WEBS 3-6=-352/191 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0pst;h=25ft;B=4511;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-9-1 to 6-1-8,Interior(1)6-1-8 to 12-10-12 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)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been 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)1,5 except(jt=lb) 6=153. 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. mi. A WARNING-Varlfy design parameters and READ NOTES ON THIS AND INCLUDED ABTEK REFERANCE PAGE AIR-7473 rev.1003/2015 BEFORE USE. Design valid for use only with Mllekb connectors.this design is teased only upon parameters shown,and Is for an Individual briding component,not a Puss system.Before use,the bilking designer roust verify the applicability of design parameters and properly incorporate this design Into the overall bulking design. Brachg indicated is to prevent buckling of IndMduol truss web and/or chord members only. Additional temporary and permanent bracing M I lek• Is always required for stabllfy and to prevent collapse with possLie personal Injury ad property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSUlPIt Quality Criteria.05849 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlabie from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 1 Job ♦ Truss Truss Type Ory Ply North Florida-Lot 132 ABCC SPEC-JB T8864854 J150443 P02 Piggyback 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:37:04 2016 Page 1 I D:YVy4QNc4beALngLO_KRdBLydSQV-ELvGpvHDzADFRvie9SW TukTXtciQ7Mk8AN2YBdz5SkT 3-10-9 11-6-7 13-0-8 II 3-10-9 7-7-14 1-6-1 Scale=1:21.9 3x4= 3x4= 3 4 12 13 5 6 7.0012 ! 9 — i.. 7 ;,,,r_ev ,...7,,,,,,,) tra :2 1Nn n . N M 1 0 :........,.......,0 ...0.,, ................... ,,.. ........................ ,, .. ....... .......,,,, ................. ,, .. . . ,,,. ..... ` I. , i 3x4 1t 10 9 8 13-0-8 I 13-0-8 Plate Offsets(X,Y)-- (3:0-2-0,0-2-51,(6:0-2-0,0-2-51 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 l Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(TL) n/a - Na 999 • BCLL 0.0 * Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 8 n/a n/a BCOL 10.0 Code FBC2014/TPI2007 Matrix-SH Weight:46 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. I 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 12-9-8. (Ib)- Max Horz 1=52(LC 11) Max Uplift All uplift 100 lb or less at joint(s)1,8,10,11,9 Max Gray All reactions 250 lb or less at joints)1,8,11,9 except 10=316(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft L=2411;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-9-1 to 8-1-8,Interior(1)8-1-8 to 11-6-7,Exterior(2)11-6-7 to 12-10-12 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)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 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 joints)1,8,10,11,9. 9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 1 Q WARNING•Vitrify design parameter's and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/032015 BEFORE USE. 1 Design valid for use only vAth MllekS)connectors.This design is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the belling designer must vedfy the applicability of design parameters and property incorporate this design Into the overall bullring design. Bracing indicated is to prevent buckling of IndMdud truss web and/or chard members only.Additional temporary aid permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal hfury and property damage. For general guidance regarding the tabrk:atbn.storage,delivery,erection aid bracing of trusses and truss systems.seeANSI/FPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdtabie from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 I Jobe "I Truss Truss Type Oty Ply North Florida-Lot 132 ABCC SPEC-JB I T8864855 J150443 P03 Piggyback 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:37:05 2016 Page 1 ID:YVy4ONc4beALngLO_KRdBLydSQV-iXTfOE IrkUL633Hgj91 iQx?jY021sp?IP 1 o5k3z5SkS 5.10.9l 9.6.7 i 15-0-8 l 5-10-9 3-7-14 5-6-1 Scale=1:25.5 3x4= 1.5x4 II 3x4= 3 4 5 7.00 ! - 1.5x4 I 1.5x4 II 6 2 11 12 v iO F n. O s❖:•:•:•:•:❖:.X.:•:❖::❖:•:•:❖:•:•:❖:•:•:•:s•:•:❖: s:t:•:•:X•:•:**:•:•:❖:•:•:•:❖:•:•:!:•:•::•:•:•:•:•:❖:•::•:❖:•:•:❖:•::•::s:::•:•:•:•:•:s•:•:•:•:•:•:•:•::•:❖ ❖:•:•:❖ ❖:•:::•:• .6 °?.! d 3x4- 10 9 B 3x4 J 1.5x4 I 1.5x4 1.5x4 I 15-0-8 15-0-8 l Plate Offsets(X,Y)-- 13:0-2-0,0-2-51,15:0-2.0,0-2-5] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/defl Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(TL) n/a - n/a 999 BCLL 0.0 • Rep Stress!nor YES J WB 0.03 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 1 Code FBC2014/TPI2007 j Matrix-SH Weight:54 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 14-11-0. (Ib)- Max Horz 1=-60(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,7,9,10,8 Max Gray All reactions 250 lb or less at joint(s)1,7,9 except 10=262(LC 21),8=277(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=13omph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45f1;L=24tt;eave=4tt;Cat. II;Exp B;End.,GCpl=0.18;MWFRS(directional)and C-C Exterior(2)0.9-1 to 3-6-4,Interior(1)3-6-4 to 5-10-9,Exterior(2)5-10-9 to 9-6-7,Interior(1)13-9-5 to 14-7-15 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)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord beating. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,7,9,10,8. 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED TEK REFERANCE PAGE W7473 rev.1003/2015 BEFORE USE. ' Design valid for use only with Milekn connectors.this design is based only upon parameters shown,and Is for an kutivkival building component,not a Inas system.Before use,the building designer must verify the cry 4dk:abillfy of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary<i d permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal irniury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component ' 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 `Job . a Truss Truss Type Qty Ply North Florida-Lot 132 ABCC SPEC-JB T8864856 J150443 PO4 Piggyback 2 1 Job Reference(optional) • Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:37:05 2016 Page 1 ID:YVy4QNc4beALngLO_KRdBLydSQV-iXTfOEIrkUL633Hgj91 iQx?ig02pspYIP 1 o5k3z5SkS 7-8-8 15-0-8 7-8-8 7-4-0 Scale=1:28.8 6x6 3 4 101 7.00 I12 10 11 1.5x4 I 1.5x4 II 5 a 2 I • 6 n • 3x4 i 9 8 7 3x4 1.5x4 11 1.5x4 I 1 1.5x4 1, i 15-0-8 15-0.8 • Plate Offsets(X,Y)-- (4:0-2-1,Edge] LOADING (psf) • SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(TL) n/a - Na 999 BCLL 0.0 ` I Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 i Code FBC2014/TP12007 Matrix-SH Weight:56 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 14-11-0. (Ib)- Max Horz 1=-81(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,8,9,7 Max Gray All reactions 250 lb or less at joint(s)1,6 except 8=280(LC 1),9=293(LC 21),7=305(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=451t;L=241h eave=4fh Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-9-1 to 3-6-4,Interior(1)3.6-4 to 7-8-8,Exterior(2)7-8-8 to 10-8-8 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)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,8,9,7. 7)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. • • V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIl 7473 rev.10m3r2015 BEFORE USE. Design valid for use only with Mlleirk connectors.This design is based only upon Parameters shown.and is for an Individual bolding component,not �t a truss system.Before use,the building designer must verify the appllcabilly of design parameters and properly Incorporate this design into the overall bulking design. Bracing Indicated Is to prevent budding of IrtdMdual truss web and/or curd members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal int ry and property damage. For general guide ice regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexarxirba,VA 22314. Tampa.FL 33610 II Job w r , • Truss Truss Type Qty Ply North Florida-Lot 132 ABCC SPEC-JB 18864857 J150443 P05 Piggyback 1 1 Job Reference(optional) _ Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:37:06 2016 Page 1 ID:YVy4QNc4beALngLO_KRdBLydSQV-Bk11EaITVnTzhDrOHtYxz9YuFPO_bFFRehXfGVz5SkR 6.0.0i 9-5-0 i 15-0-8 6-0-0 3-5-0 5-7-8 Scale=1:25.5 3x4= 1.5x4 II 3x4= 3 4 5 ..7.00 12 9 --- - 1.5x4 I 1.5x4 I1 6 2 — aapP — d m 11 j 12 1 ., w 7 ' r ° :. — — � 3 6 ........ ... ............. ............................ K•;•; ee.w e;•: •. .. .. .. •.:•.:❖:.:•;•:•;weeee❖ee.w. '1 T1 o is a 3x4 G 10 9 8 3x4 1.5x4 1.5x4 I 1.5x4 I 15-0-8 15-0-8 Plate Offsets(X,Y)-- (3:0-2-0,0-2-5],[5:0-2-0,0-2-5] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a - ria 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(TL) ri/a - ria 999 BCLL 0.0 • Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 7 ri/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-SH Weight:54 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 14-11-0. (Ib)- Max Horz 1=-62(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,7,9,10,8 Max Gray All reactions 250 lb or less at joint(s)1,7,9 except 10=265(LC 21),8=279(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ff;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-9-1 to 3-6-4,Interior(1)3-6-4 to 6-0-0,Exterior(2)6.0-0 to 9-5-0,Interior(1)13-7-15 to 14-7-15 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)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been 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)1,7,9,10,8. 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. is. A WARNING-Verify design paramstsrs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 9111-7473 rev.10/03/2015 BEFORE USE Design valid for use only with M tek®connectors.this design is based only upon parameters strewn,and Is for an individual binding component,not a truss system.Before use,the building designer must verify the applIcabilly of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent budding of individual truss web and/or chord members only.Additional ternp.rrary and permanent bracing Mill** Is always required for stability and to prevent collapse with possble personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeAN51/IPI1 Quality Catena,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Apexandrla,VA 22314. j Tampa,FL 33610 Job „ i , it Truss Truss Type Qty Ply North Florida-Lot 132 ABCC SPEC-JB T8864858 'J150443 P06 Piggyback 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jun 17 06:37:07 2016 Page 1 ID:YVy4QNc4beALngLO_KRdBLydSQV-twbPRwJ5G5bgI NQCra3AVM523pkHKiTasLHCoyzsSkQ 4.0.0I 11-5-0 15-0.8 4-0-0 7.5.0 3-7-8 Scale=1:25.5 3X4= 1.5x4 II 5x5= 7.00 FIT 1.5x4 I; 3 10 4 11 5 2 11 t P ii 03N N 1 6 a g6 ..•..•.•:•:❖:•:•.❖.•..•.❖.•:•:❖:•::•:❖.•.•.❖..• ❖.•.•:❖:•.•.❖.•.•.•...❖.•:❖.•:•:❖.•.•.•.❖.•..❖.•:•:❖.❖.❖.❖.•.❖.❖:•:•:•::•:•::❖.•.•..•..❖:❖.•.❖:•:•:•.•.•.❖.❖.•.❖:❖::❖:•:•:•.❖.•.•.•.• 1i 3x4 i 9 8 7 3x4 1.5x4 I 1.5x4 ' 1.5x4 I I 15-0-8 15-0-8 Plate Offsets(X,Y)-- 13:0-2-0,0-2-5],[5:0-2-8,0-2-11 LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (hoc) 1/deft Ud PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.21 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 i Lumber DOL 1.25 BC 0.15 Verl(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 I Matrix-SH Weight:51 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 14-11-0. (lb)- Max Horz 1=38(LC 11) Max Uplift All uplift 100 lb or less at joint(s)1,6,9,7 except 8=-103(LC 9) Max Gray All reactions 250 lb or less at joint(s)1,6 except 8=317(LC 21),9=253(LC 21),7=262(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- , 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=4511 L=241t;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0.9-1 to 8-2-15,Interior(1)8-2-15 to 11-5-0,Exterior(2)11-5-0 to 14-7-15 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)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been 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)1,6,9,7 except (jt=lb)8=103. 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. lit0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Mfl-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mllek:'w connectors.this design Is based only upon pmaneters 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 i ncoex,rate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek' is always required for stability and to prevent collapse with possible personal ktluy and property damage. For general guidance regarding the fabnlcatkxn,storage,delivery,erection and bracing of trusses and trss systems.seeANSI/TPI I Quality Cdt ria,DSB-89 and SCSI Building Component 6904 Pence East Blvd. Safety information available from Trus Palate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job. / r il Truss truss Type Qty I Ply North Florida-Lot 132 ABCC SPEC-JB ' I T8864859 J150443 iP07 Piggyback 1 1 Job Reference(optional) Manning Building Supplies.Jacksonville.FL 8.010 s Mar 30 2016 MTek Industries,Inc. Fri Jun 17 12:36:20 2016 Page 1 ID:YVy4QNc4beALngLO_KRdBLydSOV-9KVX4ZOzLiAynD2PyTHZNn8I Gn16FIn69_tiPsz5OLv I 1508 15.0.8 Scale=1:25.3 7.0012 = 6-2-10 fx4 II 4x4= 2 9 3 10 4 r a • d o ...laO:ill:l:l:l:l:l:l :_:_ :.:1: 'J:l:'Q:nil:l :l:;:l:la:ll:'.'.'.!:!:l:l:w':1:.:'�'�-----------------------•- o 3x4 i 8 7 6 3x4 2x4 I 2x4 2x4 I 15-0-8 15-0-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Roc) Udell L/d � PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 ! IC 0.47 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Verl(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Ina YES I WB 0.04 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-SH , Weight:46 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2IMTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 14-11-0. (Ib)- Max Horz 1=15(LC 11) Max Uplift All uplift 100 lb or less at joint(s)1,5,8,6 except 7=-158(LC 9) Max Gray All reactions 250 lb or less at joint(s)1,5 except 7=473(LC 22),8=279(LC 1),6=288(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-7=-355/193 NOTES- 1) OTES1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ih Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-9-1 to 6-2-15,Interior(1)6-2-15 to 13.5.0,Exterior(2)13-5-0 to 14-7-15 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)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. • 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been 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 jolnt(s)1,5,8,6 except (jt=1b)7=158. 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. LOAD CASE(S) Standard A WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIl-7473 rev.70/032016 BEFORE USE. Design valid for use only with MllekSi connectors.Iris design Is based only upon parameters shown-and Is for an Individual building component,not mit a truss system.Before use,111e building designer must verify use applicability of design parameters and properly incorporate this design Into the overall building design. (pacing Indicated Is to prevent budding of Individual truss web and/or chord momlx,rs only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the lablicatkwl,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Bullring Component 6904 Parke East Blvd. Solely Information available from Russ Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 co co'6'2m 0,c . D m o -10 - ' _-_-.3--- i IIIII N. x 2 fD T 7111 w � y 7 coFT 4411t 0 m Or -4(..., 0- CT (77 0,-.Z. 0 u' C g.a, Q Q 0- D co J A D 0 3Qaa`=' mo'0. 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Q� 0 (n ^ �V NC C 5 a Q 0 (�in 3 u',(D m Oo 3Q ac oQ- 0 axp 3.(D (o v',0-z.a _.0. O \ , - -. $ . 0Q� , 3 o ou 6-0 � �o am.- m 3 Q . 0-80 mA.4 0D (S:051 Qa D I1• i! . • 2.7^, QQ Q. Q N To. m DA pcDa < 3 go ZQ vIg 5 8 CY (Dp� (�H V/ • C) (C o '-< C) D rn 7 O S.a �p .0 „,0- -0� (•o 5 0 -,-0 C Q Q -0 N D Q E O g,' 5 Q �y g N O n J'�p 0 0 3 8. Q 6_ 7 6 Q a nQ „a, (D a (_. D-g.' 0 3g -° Q V. �� `Q0 Q O0 Q7 (U a(D C a) o Nm a 6 (�� v o mQ o0 �Qo 00 �o ? F � aQ �'(� 3 to n c 0 £. ,.o o a > > c m- cn (D m a, n' 5 5 -- 4 a. f m oa Qa c 4 mQ gQ -m m(o £ Q£ o$ (D 2 0 . o o ti �a 3 n m Q �� m, 7Da � NE_ D y HN �N� (� N (D Nn Q Z • o �o ,< 00 Q ( Ca 3 Q m 0 CA Builder: _ Job Information North Florida Builders Job#: :::ney Iraeman: Designer: Paul Cercy Manning Building Supplies PAGE 1 Job: Jacksonville, FL. 32256 jaxtruss@mbs-corp.com Lot 132 ABCC Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 06/17/16 1620 Maritime Oak Dr -----i Del. Date: / / Atlantic Beach, FL Cover Sheet Truss Level: PROFILE QTY PITCH BASE 0/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT . El TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT 1 - 2;Ili 7.00 0.00 A01 ' 20-11.00 20.11-00 2 X 4 2 X 8 01-04-00 01-04-00 05-02-06 1 7.00 0.00 A02 20-11-00 20-11-00 2 X 4 2 X 4 01-04-00 06-04-06 /. 5 7.00 0.00 A03 20-11-00 20-11-00 2 X 4 2 X 4 01-04-00 07-02-10 MGN 4 7.00 0.00 A04 19-11-00 19-11-00 2 X4 2 X 4 01-04-00 - 07-02-10 ® 1 7.00 0.00 A05 19.11-00 19-11-00 2 X 4 2 X 4'.01-04-00 07-11-02 . KEI 1 7.00 0.00 A06 19-11-00 19-11-00 2 X 4 2 X 4 01-0400 09-01-02 AdISI 17.00 0.00 A07 19-11-00 19-11-00 2 X 4 2 X 4 01-04-00 10-02.04 ® _1 7.00 0.00 A08 19-11-00 19-11-00 2 X 4 2 X 4 01-04-00 11-04-04 ® 1 . 7.00 0.00 A09 19-11-00 19-11-00 2 X4 2 X 4 01.0400 12-06-03 ® 1 ! 7.00 0.00 A10 19-11-00 19-11-00 2 X 4 2 X 4 01-04-00 12-08-13 ® 8 7.00 0.00 All 17-11-00 17-11-00 2 X 4 2 X 4 01-04-00 11-06-13 1 7.00 0.00 Al2 17-11-00 17-11-00 2 X 4 2 X 4 01-04-00 _--__ 11-00-08 1 7.00 0.00 A13 17-11-00 17-11-00 2 X 4 2 X 4 01-04-00 09.10-06 .d.. 1S1 1 7.00 0.00 A14 _ 18-08.08 18-06-08 2 X 4 2 X4 01-04-00 08-08.08 _ olt-ISV 1 7.00 7.50 A15 16-07-13 16-07-13 2 X 2 X 4 07-02-03 1 7.00 7.50 A16 16-07-05 16-07-05 2 X 2 X 4 06-00-03 _ O 'SRI 2 Ply' 7.00 7.50 All 16-07-13 16-07-13 2 X 2 X 4 04-10-03 44260 1 _ 7.00 0.00_ 801 31-07-08 31-07-08 2 X 4 2 X 4 01-04-00 09-09-09_ I 2 7.00 0.00 B02 31-07-08 31-07-08 2 X 4j 2 X 4 01-04-00 --� 10-01-10 1 7.00 0.00 803 31-07-00 31-07-00 2 X 4 2 X 4 01-04-00 10-01-10 1 7.00 6.00 1304 31-07-00 31-07-00 2 X 4 2 X 4 i 01-04-00 1 -_ 10-01-10 _ 1 L1S11 1 7.00 6.00 805 31-07-08 31-07-08 2 X 42 X 4 01-04-00 10-01-10 1 7.00 6.00 B06 32-03-08 32-03-08 2 X 4 2 X 4 01-04-00 - - __.-08-09.04 11 i Builder: Job Information North Florida Builders Job#: ;::; E =vd File#:88-7670 Salesman:Design ---- trill Manning Building Supplies PAGE 2 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Lot 132 ABCC Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 06/17/16 1620 Maritime Oak Dr Del. Date: / / Atlantic Beach, FL Cover Sheet1 Truss Level: PROFILE QTY PITCH BASE OIA LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT . 1 7 00 6.00 807 32-03-08 32-03-08 2 X 4 2 X 4 01-04-00 10-00-02 1 7 001 8.00 608 32-03-08 32-03-08 2 X 4 2 X 4 01-04-00 1 11-02-02 6 7.00' 6.00 B09 32-03-08 32-03-08 2 X 4 2 X 4 01-04-00 11-02-02 ,6V-2N 2 7.00 6.00. 810 30-03-08 130-03-08 2 X 4 2 X 4 01-04-00 i 11-02-02 - 1 7.00 6.00 811 30-03-08 30-03-08 mil 2 X 4 01-04-00 _- 11-01-05 1 7.00 6 00 B12 30-03-08 30-03-08 ;2 X 4 2 X 4 01-04-0009-11-05 1 7.00 6.00 B13 30-03-0810-02-12 30-03-08 2 X 4 2 X 4 01-04-00 AtanlaSI 1 7.00 6.00 814 130-03-08 30-03-08 2 X 4 2 X 4 01-04-00 10-02-12 1 7.00 6.00 815 30-03-08 30-03-08 2 X 4 2 X 4 01-04-00 10-02-12 1 7.00. 6.00 818 30-03-08 30.03-08 2 X 4 2 X 4 01-04-00 i 10-02-12 L. 4 1 7.00 6.00 B17 30-03-08 30-03-08 2 X 4;01-04-00 10-02-12 .di!I1ll!ii.. 1 7.00! 0.00 B18 30-03-08 30-03-08 2X4'01-04-00 09-10.12 „essiz® 1 7.00 0.00 819 29-03-00 29-03-00 ®2 X 4.01-04-00 MI 02-08-01 .46116, 1 7.00 0.00 C01 10-05-08 10-05-08 ®2 X 4 01-04-00 04-02-10 3 7.00, 0.00' CO2 10-05-08 10-05-08 in 2 X 4 01-04-00 04-02-00 ® 1 1 7.00 0.00 CO3 07-00-00 07-00-00 ® - - 04-10-03 1 4.95 0.00 J01 09-10-01 09-10-01 01-10-10 05-01-13 GA12 7.00 0.00 J02 01-00-00 01-00-00 01-04-005 - 01-08-06 2 7.00 0.00 J03 03-00-00 03-00-00 ®�01-04-00 - 02-10-08 - 2 . 7.00 0.00 J04 05-00-00 05-00-00 01.04-00 04-00-06 2 • 7.00 0.00 J05 07-00-00 07-00-00 01-04-00 _ 05-02-06 1 4.95 0.00 JOB 07-02-15 07-02-15 ®E - - _ - 04-09-14 2 7.00 0.00 J07 01-00-13 01-00-13 2 X - _ --- _ -____ 02-06-03 ^ Builder: Irifilleill Job Information North Florida Builders Job#: J150443 8825 Perimeter Park Blvd Jacksonville, FL 32216 File#: (904)288-7670 Salesman:Scot Burney Designer: Paul Cercy Manning Building Supplies PAGE 3 Job: Jacksonville, FL. 32256 jaxtruss@mbs-corp.com Lot 132 ABCC Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 06/17!16 1620 Maritime Oak Dr -. - Del. Date: / / Atlantic Beach, FL Cover Sheet Truss Level: PROFILE QTY PITCH BASE 0/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT PLY TOP ROT ID SPAN SPAN TOP BOT LENT RIGHT LEFT RIGHT LEFT RIGHT 2 7.00 0.00 J08 03-00-13 03-00-13 2 X 2 X 4' 03-08-03 - ir4 6 7.00 0.00 J09 05-00-13 05-00-13 ; 2 X 2 X 4 04-10-03 dogeC 1 4.95 0.00 J10 04-02-03 04-02-03 2 X 4 2 X4 01-10-10 00-07-07 02-09-13 2 7.00 0.00 J11 01-00-00 01-00-00 2 X 4 2 X 4 01-04-00 00-05-08 01-08-06 15 7.00' 0.00 J12 03-00-00 03-00-00 2 X 4 2 X 4 01-04-00 00-05-08 02-10-06 Gd 1 7.00 0.00 J13 . 01-08-14 01-08-14 2 X 4 2 X 4 01-04-00 02-01-09 1 2.76' 0.00 J14 06-07-03 06-07-03 2 X 4 2 X 4.03.04-10 00-04-01 02-07-02 1 3.00 0.00 J15 04-00-02 04-00-02 2 X 4,2 X 4 01-04-00 01-07-10 c 5 3.00 0.00 J16 08-00-00 08-00-00 '2 X 4:2 X 4 01-04-00 02-07-10 8 3.00 0.00 J17 08-00-00 08-00-00 2 X 4 2 X 4 01-04-00 02-07-10 1 7.00 0.00 P01 12-09-08 12-09-08 2 X 4 2 X 4 00-11-11 1 7.00 0.00 P02 12-09-08 12-09-08 2 X 4 2 X 4 02-01-11 ® 1 _ 7.00 0.00 P03 14-11-00 14-11-00 2 X 4 2 X 4 03.03-11 ® 2 7.00 0.00 PO4 14-11-00 14-11-00 2 X 4 2 X 4 04-04-07 AMU 1 7.00 0.00 P05 14-11-00 14-11-00 2 X4 2 X4 03-04-08 _4.M 1ce, 1 7.00 0.00 P06 14-11-00 14-11-00,2X4 2X41 02-02-08 1 l 7.00 0.00 P07 14-11-00 14-11-00 2 X4 2 X 4_1 01-00-08 ITEMS QTY PLY ITEM TYPE SIZE I LENGTH I NOTES FT-IN-16 4 Hanger HTU26 --_ ---- + All claims for error or defective mate LOADING CRITERIA Roof Floor ,_ Top Chord Live Load 20 40 p.s.f, sin Top Chord Dead Load 7 10 p.s.f. I= Bottom Chord Live Load 0 0 p.s.f. m Bottom Chord Dead Load 10 5 p.s.f. Total Load 37 55 p.s.f. -7 'ION Duration Factor ' 1.25 1.00 C)g'onformance withBuilding Code FBC 2014 RES 1,3 we the contractor Wnd Standard ASCE 7-10 Irnents of the shop Wnd Speed 130 m.p.h. • s.4d measurements. r^ Wind Usage RES.CAT At5 IR CORRECTION Building Exposure B A14__JTHOUT ACTION Building Type Closed ' NOTE TTAL LETTER N/s the responsibility of the bulking designer or architect to A provide an appropriate connection for trusses to supporting structure per reactions shown on truss engineering.Special L. considerations for mechanical equipment and/or plumbing(and 1202-0it0 their connections)in truss space must be diagrammed by the bulkier an approved truss layout prior to fabricaton. 4 Manning Building Supplies is a truss manufacturer whose responsibilities are limited to those described in WTCA 1-1995 --i (sections 6.0 and 7.0).Accordingly,it disclaims any responsibilities for the the construction design,drawings, 6 documents including the installation and bracing of trusses manufactured by Manning Building Supplies. Warning: ' Conventional framing,erection and/or permanent bracing is not the responsibility of the truss designer,plate manufacturer,or truss manufacturer Persons erecting trusses are cautioned to ' seek professional advice regarding erection bracing which is A always required to prevent toppling and dominoing during erection,and permanent bracing which may be required in specific applications.See'Bracing wood trusses commentary A and recommendations(SCSI 1-03)for further information. Trusses shall be installed in a straight and plumb position. A08 Where no sheathing is applied directly to the top and/or bottom I chords,they shall be braced as specified on the engineered design.Trusses shall be handled with reasonable care during A07 erection to prevent damage or personal injury. A06 Approved truss anchor by builder. 2x4 minimum top and bottom chords. Square cut overhangs. A05 12 , 7 :_./.....iiiiller ,Ii 9 3//16" —8.;7_ 12 4,:— ta• 1 ORM 3,� Anse . • otherwise. , Typical Truss Ends • Engineer of Record: Jeffrey K. Hulsberg - FL PE #33152 i 11481 Old St.Augustine Rd#202. Jacksonville,FL 32258 Manning Building 6 Supplies, INC. ti j 11155 Philips Parkway Dr.E. � BS j Jacksonville,FL 32256 Phone.(904)268-8225 CO_ Fax(904)260-2981 W W W.MBS-CORP.COM i.XTR USSCQMBS-CORP.COM Cuatomer. North Florida Builders ,— Job Neme: Lot 132 ABCC ,— LWi131k/Subdv 132/ /ABCC Sosle: Pete: Drawn By. Job Number: • FLORIDA PRODUCT APPROVAL C N.T.S. 6/16/2016 PC J150443