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826 Ocean RES23-0133 Truss Book prt 2 REVISION 11-21-23_1Job Truss 3537784 F30 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Truss Type j ply Floor Supported Gable Cfereileeop119nai} Run: 8,63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc- Tue Sep 05 11:18:57 ID:O5zOvw2eE5?_ZJydTa?v9OypHYK-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 1 1-3-0 3x4 = 2 2-11-15 — 3x4 3 4 5 6-1-7 6-1-7 Scale = 1:27 2 Plate Offsets (X, Y): (2:0-1-8,Edge], [5:0.1-8,Edge] Loading (psf) Spacing 2-0-0 FwCB' TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2020/TPI2014 Matrix -P LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigld ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 7=6-1-7, 8=6-1-7, 9=6-1-7, NOTES 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (Le. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi - 6) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strong backs to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards - LOAD CASE(S) Standard 3x4 = DEFL 10=6-1-7, 11=6-1-7, 12=6-1-7 (loc) I/dell Max Grav 7=96 (LC 1), 8=97 (LC 1), 9=70 0.10 Vert(LL) (LC 1), 10=151 (LC 1), 11=142 (LC n/a 1), 12=90 (LC 1) FORCES (lb) - Maximum Compression/Maximum We Tension TOP CHORD 1-12=-54/0, 6-7=-56/0, 1-2=-2/0, 2-3=-25/0, 7 n/a 3-4=-25/0, 4-5=-25/0, 5-6=0/0 BOT CHORD 11-12=0/25, 10-11=0/25, 9-10=0/25, 8-9=0/25, 7-8=0/25 WEBS 2-12=-38/0, 2-11=-126/0, 5-7=-42/0, 5-8=-85/0, 3-10=-137/0, 4-9=-64/0 NOTES 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (Le. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi - 6) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strong backs to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards - LOAD CASE(S) Standard 3x4 = DEFL in (loc) I/dell L/d I PLATES 0.10 Vert(LL) n/a n/a 999 MT20 0.02 Vert(TL) We We 999 0.03 Horiz(TL) 0.00 7 n/a n/a T31484372 GRIP 244/190 Page: 1 WelghL 42 Ib FT = 20%F, 11 %E •�'��jE lU S �• '•1GENS• • ido 34869 1111181111110000 w' 1 Julius l:re PE Nn. 34869 ;L1iTek Inc. 1711,1 Mi Pok.U%A Fl. C'err a0-1 14023 swiegley R i l,e Rd. Vhe.4trrnalsl, ?11 r 6301 h ` ate: - September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE VIII -7473 rev. 1/212023 BEFORE USE. Design valid for use only with MlTeMD connaclan. Tails design is based only upon paramMors shown, and Is for an Anlividual building component, not MiTek' a Innis syslam. Befora rise, the building designer must urklfy the applicability of design paremetars and Property Incarp orate this design info tea overall huadfng dasign. Bracing Indicated into plav6nl budklIng or Individual truss web and/or chord members only. Addulnnal lempomry and permnnonl bracing Is always roqulmd for atablllty and to prevent collapse whit PM11ble personal Injury and irtoporfy damage For general gutdanco regarding the 16023 Swingley Ridge Rd fa4dcalion, storage, delivery, emctlon and bracing of trusses add truss systems, see ANSUTPH Rnallly Criteria and DSB-22 available from Truss Plate Institute (www.lpinsl.org) Chesterfield, MO 63017 and SCSI Building Component Ssfety Information available from the Structural Building Component Association (www.sbcscomponenls com) 314.434.1200 / MiTek-US-com Job Truss Truss Type 3537784 F31 Floor Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Qty Ply 2 1 T31484373 J Joh Reference (apt]onal) Run: 8.63 S Jul 28 2023 Print: 8,630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:18:57 page: 1 ID:fv7V3F-x5lh319LRTFtzneypHX7-RfC?Psa7OHg3NSgPgnL6w3uITXbGKWrCDoi7J4zJC?f 0-1-8 1-9-15 1.5x3 it 1.5x3 = 3x4:1; 1 � 0 s A ] ��- 7 3x6 = 1.5x3 it 6-1-7 6-1-7 Scale = 1:26 4 in (loc) I/deb Plate Offsets (X, Y): [2:0-1-8,Edge], [3:0-1-8,Edge] Vert(LL) -0,02 Loading (psf)Spacing 360 2-0-0 CSI TCLL 40.0 Plate Grip DOL 1.00 TC TCDL 10.0 Lumber DOL 1 00 BC BCLL 0-0 Rep Stress Incr YES WB BCDL 5.0 Code FBC2020/TPI2014 Matrix -S LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No,3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 5= Mechanical, 8=0-5-4 Max Grav 5=326 (LC 1), 8=320 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=-87/0, 4-5=-86/0, 1-2=-4/0, 2-3=-305/0, 3-4=0/0 BOT CHORD 7-8=0/305, 6-7=0/305, 5-6=0/305 WEBS 3-5=-389/0, 2-8=-380/0, 2-7=-10/49, 3-6=-7/52 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Bearings are assumed to be: Joint 8 SP No.2 crushing capacity of 565 psi, Joint 5 SP No.3 crushing capacity of 565 psi. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-1 Od (0,131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1.5x3 it 3x4 = 3 4 0 co 5 6 1 5x3 it 3x4 = DEFL in (loc) I/deb L/d PLATES 0.24 Vert(LL) -0,02 7-8 >999 360 MT20 0.22 Vert(CT) -0.02 7-8 >999 240 Pk: Nn. -34861) 1 t]BL 1DTek l'S;[ FI, Cerl 66]4 0.10 Horz(CT) 0.00 5 n/a n/a Weight: 35 Ib GRIP 244/190 FT = 20%F, 11 %E September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev 11212023 BEFORE USE. iTek' Design valld for use only whh MiTo011 vmnnecten: This design is based only upon par rnwum shown, and is for animlknduat building cnrnpomam. nal o truss sysiam. Before use, the building designer lmrel verify the applicability of design parameters and pmparly InmrPomle Ihis design Imo thn overall building design, Braoing indicated Is in prevotll blldklln0 of Individual truss web anr9ur dlord members only Addillcnal temporary and permanent brating Is atwe ys foq uired Por Stablllly and Io pravent collapse with po5s ible personal Int ury and po",ty do mage For gannral Onl.Jnne regffrdino Lite 18023 Swingley Ridge Rd, sled allon, storage, delivery, erecllon and bracing of Trusses and truss systems, see ANS11TP11 Quality Criteria and DSS -22 avails We from Truss Plate Institute (www.tpinsl.org) Chesler0eld, MO 83017 end BCsl Building Cornpanent Safety Inforrnation available from lite 87NCIural Building Component Association (www sbescomponents com) 314 434.1200 / MiTek-US.com ��\ ..•1 C'� � S . �rI x409 ��' •X� : 33 s� O R.�Q���;*'� Jul In% Lee Mi rek lne. Pk: Nn. -34861) 1 t]BL 1DTek l'S;[ FI, Cerl 66]4 I 6013 Swioglev kidge Rd. Chcr[cr•rtelil, A10 01)37 Dote: .. - ..... September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev 11212023 BEFORE USE. iTek' Design valld for use only whh MiTo011 vmnnecten: This design is based only upon par rnwum shown, and is for animlknduat building cnrnpomam. nal o truss sysiam. Before use, the building designer lmrel verify the applicability of design parameters and pmparly InmrPomle Ihis design Imo thn overall building design, Braoing indicated Is in prevotll blldklln0 of Individual truss web anr9ur dlord members only Addillcnal temporary and permanent brating Is atwe ys foq uired Por Stablllly and Io pravent collapse with po5s ible personal Int ury and po",ty do mage For gannral Onl.Jnne regffrdino Lite 18023 Swingley Ridge Rd, sled allon, storage, delivery, erecllon and bracing of Trusses and truss systems, see ANS11TP11 Quality Criteria and DSS -22 avails We from Truss Plate Institute (www.tpinsl.org) Chesler0eld, MO 83017 end BCsl Building Cornpanent Safety Inforrnation available from lite 87NCIural Building Component Association (www sbescomponents com) 314 434.1200 / MiTek-US.com Job Truss Truss Type city ply 3537784 F32 Floor Supported Gable i 1 T31484374 ,Jab Reference (options!) _ Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:18:57 Page: 1 ID:56zB59FoMOwAPHtc7oGbXnypHVU-RfC?Ps87OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 1-3-0 0-1-B 3x4 = i 23 O 26 12-1-8 4 5 6 7 8 9 10 11 oxo•• �- �- .. �., ,.. 15-4-8 _ 15-4-8 O V Scale = 1:29 3 Plate Offsets (X, Y) (2:0-1-8,Edge], [12:0-1-8,Edge] Loading (psi) Spacing 1-4-0 CSI DEFL in (lac) I/deft L/dPLATES GRIP TCLL 60.0 Plate Grip DOL 1 00 TC 0-10 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WE 0.03 Horiz(TL) 0.00 14 n/a n/a BCDL 5.0 Code FBC2020TTP12014 Matrix -S Weight: 74 Ib FT = 20%F, 11%E LUMBER 2) Gable requires continuous bottom chord bearing. TOP CHORD 2x4 SP No.2(flat) 3) Truss to be fully sheathed from one face or securely BOT CHORD 2x4 SP No.2(flat) braced against lateral movement (i.e. diagonal web). WEBS 2x4 SP No.3(flat) 4) Gable studs spaced at 1-4-0 oc. OTHERS 2x4 SP No,3(flat) 5) All bearings are assumed to be SP No.2 crushing BRACING capacity of 565 psi - TOP CHORD Structural wood sheathing directly applied or 6) Recommend 2x6 strongbacks, on edge, spaced at 6-0-0 oc purlins, except end verticals. 10-00-00 oc and fastened to each truss with 3-10d BOT CHORD Rigid ceiling directly applied or 10-0-0 oc (0.131"X3") nails. Strong backs to be attached to walls bracing. at their outer ends or restrained by other means. REACTIONS (size) 14=15-4-6, 15=15-4-8, 16=15-4-8, LOAD CASE(S) Standard 17=15-4-8, 18=15-4-8,19=15-4-8, 20=15-4-8.21=15-4-8, 22=15-4-8, 23=15-4-8, 24=15-4-8, 25=15-4-8, 26=15-4-8 Max Grav 14=63 (LC 1), 15=163 (LC 1), 16=141 (LC 1), 17=143 (LC 1), 18=142 (LC 1), 19=142 (LC 1), 20=142 (LC 1), 21=142 (LC 1), l ll l S i t i l l i If! ���� 22=142 (LC 1), 23=144 (LC 1), 25=126 �1U5 EE i�F+ (LC 1),J�• 26=64 (LC 1) • 1 Ns' • ■ FORCES (lb) - Maximum Compression/Maximum • : �.�'• i Tension 34869 TOP CHORD 1-26=-55/0,13-14=-54/0, 1-2=-3/0, 2-3=-9/0, * �' 3-4=-9/0, 4-5=-9/0, 5-6=-9/0, 6-7=-9/0, 7-8=-9/0, 8-9=-9/0, 9-10=-9/0, 10-11=-9/0, 11-12=-9/0, 12-13=-3/0 -10 ' BOT CHORD 25-26=0/9, 24-25=0/9, 23-24=0/9, 22-23=0/9, -�3 -'0 21-22=0/9, 20-21=0/9, 19-20=0/9, 18-19=0/9, 17-18=0/9, 16-17=0/9,15-16=0/9, 14-15=0/9 '. : (Q ��� '• R C? WEBS 2-26=-8/0, 2-25=-115/0, 12-14=-8/0, ��+• .• ��/ 12-15=-152/0, 11-16=-132/0, 10-17=-134/0, E� ,tti 9-18=-133/0,8-19=-133/0, 7-20=-133/0, ,fO 6-21=-133/0, 5-22=-133/0, 4-23=-135/0, 3-24=-46/0 Tu11us L" PE No. 341167 MT0, Inc, DRA tifri'rk't S,l FI. Cert 4674. NOTES 16n„3 5 ringlee Rhlpe Rd: Cbealerllntd: SIU 631117 1) All plates are 1.5x3 MT20 unless otherwise indicated. mile: September 6,2023 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. ' Design vaW for use enly with MiTeko nnneclars. Thtssdoslgn is based only upon parameters slwwn, and K rer an individual buldkig compononl, not a Iruss system. Before use, lire bui ling d&signar mus! verify the applicability of design parameters and property lncorporale (his daskln HIO the overall �� bulloing design. Bracing Indicated s Io prevent budilnlg or Individual truss web and/or chard members only. Addigonal temporary and permanent bracing II is aWays required rdr sta Nlil y and in prevent collapse with possible personal Injury and property damage. For general guidance favnrding the 16023 Swingley Ridge Rd fabrication, storage, daiivery, aroctten and broLing at busses and truss sysmrns, sea ANSIrrPI1 Quality Criteria and DSB-22 Available from Truss Plate Institute (www Ipinsl org) Chesterfield, MO 63017 and SCal Bullding Component safety Information auailebte from the siruciural Building Component Association (www.sbcscomponents com) 314,434,1200 / MiTek-US corn Job Truss Truss Type 3537784 — F33 Floor Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, — 1-3-0 I 0-�1� 8 1.5x3 it 1,5x3 = 1 2 3 16 _I 1 15 14 3x6 = Scale = 1:29 3 Plate Offsets (X, Y): [4:0-1-8,Edge], [5:0-1-8,Edge] Loading (psi) Spacing 1-4-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 15.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2020/TPI2014 LUMBER TOP CHORD 20 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing, REACTIONS (size) 9=0-5-4,16=0-5-4 Max Grav 9=600 (LC 1), 16=600 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-16=-30/0, 8-9=-30/0, 1-2=-2/0, 2-3=-1068/0, 3-4=-1674/0, 4-5=-1874/0, 5-6=-1674/0, 6-7=-1068/0, 7-8=-2/0 BOT CHORD 15-16=01644, 14-15=0/1471, 13-14=0/1874, 12-13=0/1674, 11-12=0/1874, 10-11=0/1471, 9-10=0/644 WEBS 7-9=-855/0, 2-16=-855/0, 7-10=0/589, 2-15=0/589, 6-10=-561/0, 3-15=-561/0, 6-11=01319,3-14=0/319,5-11=-388/0, 4-14=-388/0, 4-13=-85/108, 512=-85/108 NOTES 1) Unbalanced floor live loads have been considered for this design 2) All plates are 3x4 MT20 unless otherwise indicated. 3) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Qty Ply 2 T31484375 — — _- I Job Reieranoe (opiianal) Run: B.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:18:58 Page: 1 I D: VyAll_VLf9R KoM PSI?dH L?ypHVA-RfC?PsB7oHg3NSgPgnLBw3ulTXbGKWrCDoi7J4zJC?f 218 4 5 Tr 1 I 13 12 11 1.5x3 it 1 5x3 it 15-4-8 15-4-8 CSI TC BC WB Matrix -S 0-1-8 1.-5x3 = 1 5x3 it 6 7 8 Imo.. 10 3x6 = it DEFLin (loc) I/def] L/d PLATES GRIP 0.30 Vert(LL) -0.11 13-14 >999 360 MT20 244/190 0.73 Vert(CT) -0.15 13-14 >999 240 0,28 Horz(CT) 0,03 9 n/a We Wek2ht: 79 Ib FT = 20%F, 11 %E �3LkuS LFF'f�,� ��� .• � GSE N 3 �C. NO 34869 11111111111 Julies Lee PF: NO. J4869 L MITek fnr. 1)hA N11Tek 1 "SA Ff. ['r•rt 5634 15033 Sni aglev Ridge Ad. Chv.%I I, rid, .lIn fi31117 Date: September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1011-7473 rev. 1/212023 BEFORE USE. Design valid nn for use only wilh MITekQ oneuvrs- IbIs design is based only upon parameters sihown, end Poi Is an Individual bullding componanl, not atrussyyslem.Before use, the buNding designer must verify the applicability of design paramelers and proporly rcicorporale ihi! ReslDn isle the overall Mffek�' bulldiogdcslgn. Brant ng Indicated is Ie prevent ltucklnig of individual truss web and/or chordmornbeM only Addillonol lemaorary and permsnenl bracing is always required for stabllily and In prevent cellapse with passible personal Inlury and proporty damage. For gannrol guidance (ogerding the 16023 Swingley Ridge Rd fabrication, storage. dallvery, erection and bracing W trusses and truss syt,!ems• set, AN51frP11 Quality Criteria and DSB-22 avalfab)o from Truss Plate Institute (www.Ipinst.org) Chesterfield, MO 63017 and SCSI Building Companent safety Information aralianle from Ine SIrr1L111(41 BuHding Component Association (www, sbcscomponenis com) 314 434.12001 MiTek-US com Job f Truss Truss Type Oty Ply 3537784 F34 Floor 7 1 T31484376 - - Job Reference (optional) Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8 63 S Jul 28 2023 Print: 8.630 S Jul 26 2023 MiTek Industries, Inc Tue Sep 05 11:18:58 Page: 1 I D:5tRA71 fdnYa6MapHcPFeTKypHN D-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 1-3-0 i I 2-2-8 46 = 3x6 = 3x4 = 1.5x3 it 1.5x3 it 4x4= 3x6 FP 3x4= 15x3 it 3x6= 4x4= 4x= 1 2- 3 4 5 6 7 8 9 10 11 12 ! Q 26 71- _.E__ -� �_ f o I. 25 24 23 22 21 20 19 18 I I f :� 17 16 15 14 46 it 6x8 = 4x6 it 3x6 it 3x6 it 3x6 it 3x6 it 6x8- 4x6 it 3x6 FP 3x6 it 3x6 FP 3x6 it 4x6 it 5-8-8 21-8-8 5-8-8 16-0-0 Scale= 1:39,1 Plate Offsets (X, Y): [6:0-1-8,Edge] Loading (psf) Spacing 1-4-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 60.0 Plate Grip DOL 1,00 TC 0.37 Vert(LL) -0.34 19 >763 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.40 Vert(CT) -0.45 19 >572 240 BCLL 0.0 Rep Stress Incr YES WE 0.62 HOR(CT) 0.05 13 n/a n/a BCDL - 5.0 Code FBC2020/TPI2014 Matrix -S Weight: 141 Ib FT= 20%F, 11%E LUMBER 5) Recommend 2x6 strongbacks, on edge, spaced at TOP CHORD 2x4 SP 285OF 2.0E or 2x4 SP M 31 (flat) 10-00-00 oc and fastened to each truss with 3-10d BOT CHORD 2x4 SP 285OF 2.0E or 2x4 SP M 31 (flat) (0 131" X 3") nails. Strongbacks to be attached to walls WEBS 2x4 SP No.3(flat) at their outer ends or restrained by other means. BRACING LOAD CASE(S) Standard TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 13= Mechanical, 26= Mechanical Max Grav 13=1151 (LC 1), 26=1151 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-26=-37/0, 12-13=-37/0,1-2=0/0, 2-3=-2224/0, 3-5=-3829/0, 5-6=-4878/0, 6-7=-5334/0, 7-8=-5334/0, 8-9=-4907/0, 9-10=-3831/0, 10-11=-2224/0,11-12=0/0 BOT CHORD 25-26=0/1259,24-25=0/3169,22-24=0/4536, 21-22=0/4536, 20-21=0/5334, ►1� 19-20=0/5334,18-19=0/5232, �{{{ 17-18=0/4532, 15-17=0/4532, 14-15=0/3168, 13-14=0/1259 WEBS 2-26=-1671/0, 2-25=0/1310, 3-25=-1281/0, +t........ •���i E N.S�•.•• 3-24=0/895, 5-24=-939/0, 5-22=0/95, .�ti� + 0 5-21=0/519,6-21=-939/5,6-20=-228/410, 11-13=-1671/0, 11-14=0/1309, % IVO 34889 •, 10-14=-1281/0,10-15=0/899. 9-15=-931/0, 9-17=-36/68, 9-18=0/498, 8-18=-548/0, 8-19=-242/577, 7-19=-182/0 NOTES 1) Unbalanced floor live loads have been considered for i P ��� this design, •.' fQ, \ • f3 2) All plates are 3x6 MT20 unless otherwise indicated. SS " r 3) All bearings are assumed to be SP No.3 crushing ���� �����►� capacity of 565 psi. N A` {; 4) Refer to girder(s) for truss to truss connections. an3fati Lim PE: Nn. 34857 1fiTrh Inc. 1'S,1 F'L Cerr 604 1407.3 51N Ingle -v Ridge Rd: ('kmlerflrRl,110 6.1817 ... nate! September 6,2023 A WARNING -Verify design parameters and READNOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/212023 BEFORE USE. Design va0d for use only wlth MITeM twnnecturs. ThI6 design is based only upon parameters shaven, end Is for Rn Individual building component, not MiTek' a truss system. Before use, the building deslgner mus! verliy the applicability of design par imalers and properly incorporate This dasfgn into the overall duildinq dvs;gn. Bracing Indicated Is ID prevent hualing of Individual truss web andlor chard mambers bnly. Addiflonal temporary arid pnmtarlenl bracing as always raqulrarJ for sta t>nKy and to prevent callnpcn w1l4 possible personal iNury end pproperly damage For Vaneml guidance regarding the 16023 Swingley Ridge Rd. fabrication, storage, delivery, erec.liton and bmang of Trusses and truss .ayslvr ,Zee AFiSign Quality Criteria and DSB-22 available from Truss Plate Institute and BCS; Bu1ldEng Compdnent Safety Infarm4tlon DvaIEBDIe from the StnKlurel Bulkling Component Association (www sbescomponenls.com) (www.tpinsl org) Chesterfield, MO 63017 314.434.1200 / MiTek-US.com Job Truss Truss Type 3537784 F35 Floor Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 1-3-0 0-1-8 H 1,5x3 n 1.5x3 = 3x4 = 1 2 T- 1TJ 0 v — 9 3x611¢ Scale = 1:27 1 Plate Offsets (X, Y): [4:0-1-8,Edge], [8:0-1-8,Edge] Qty Ply 4 1 Job Reference (optional) Run: 8 63 S Jul 28 2023 Print: 8 630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:16:58 I D: Nuo6QZrj21CQwDK9aJNekOypH BM-RfC7PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC7f 1 5x3 u 3 —A 8 3x4 = 6-0-8 6-0-8 LUMBER TOP CHORD 2x4 SP No,2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 6=0-4-12, 9=0-5-4 Max Grav 6=454 (LC 1), 9=454 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-9=-72/0, 5-6=-70139,1-2=-4/0, 2-3=-512/0, 3-4=-512/0, 4-5=-4/2 BOT CHORD 8-9=0/413, 7-8=0/512, 6-7=0/512 WEBS 4-6=-666/0, 4-7=0/104, 2-9=-545/0, 2-8=0/216, 3-8=-129/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All bearings are assumed to be SP No -2 crushing capacity of 565 psi. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131"X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 0-�� B 1-6-8 1.5x3 = 3x4 = 1.5x3 it 4 5 o 1,5x3 it 3x6 = DEFL in (loc) I/deft L/d Loading (psf) Spacing 2-0-0 CSI TCLL 60.0 Plate Grip DOL 1.00 TC TCDL 15.0 Lumber DOL 1.00 BC BCLL 00 Rep Stress Incr YES WB BCDL 5.0 Code FBC2020/TP12014 Matrix -S LUMBER TOP CHORD 2x4 SP No,2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 6=0-4-12, 9=0-5-4 Max Grav 6=454 (LC 1), 9=454 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-9=-72/0, 5-6=-70139,1-2=-4/0, 2-3=-512/0, 3-4=-512/0, 4-5=-4/2 BOT CHORD 8-9=0/413, 7-8=0/512, 6-7=0/512 WEBS 4-6=-666/0, 4-7=0/104, 2-9=-545/0, 2-8=0/216, 3-8=-129/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All bearings are assumed to be SP No -2 crushing capacity of 565 psi. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131"X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 0-�� B 1-6-8 1.5x3 = 3x4 = 1.5x3 it 4 5 o 1,5x3 it 3x6 = DEFL in (loc) I/deft L/d PLATES 0.48 Vert(LL) -0,05 8-9 >999 360 MT20 0.44 Vert(CT) -0.06 8-9 >999 240 0.16 Horz(CT) 0.00 6 n/a n/a Weight: 341b T31484377 Page: 1 GRIP 244/190 FT = 20%F. 11 %E ,,���f11ik11Ie1111 0 SEN r IV 34869. 0 tY y�rs� N X"*.. % 3n11a 1.eePF Na, J-Vi69 �FSTnfalryr, hR�13;iTek l'tit i�1. G:eM 6634 16923 Sw inphry itEilge Rd, Clue lerftdd. YI GJn 17 Uale: September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITE K REFERENCE PAGE MII-7473 rev. 112/2023 BEFORE USE. .+. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not MiTekatrusssystem. Before use, the building designer must verify the applicability of design paramatars end properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/orchard membora only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and properly damage. For m�oral guidance regarding the 16023 Swingley Ridge Rd fabrication, gl0r0pe, delivery, erection and bracing of trusses and truss systems, see AN81/TPl1 Quality Critefl!lirklt DSB-22 available from Truss Plate Institute (www.lpinst,org) Chesterfield, MO 63017 and SCSI Sultdhig Component Safely Information available from the Structural Building Component Association (www,sbcscomponents,com) 314.434,1200 /MiTek-US com Job Truss Truss Type 3537784 t F36 Floor Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Qty. Ply 1 i Job Reference (optional) Run: B.63 S Jul 28 2023 Print: 6,630 S Jul 28 2023 MiTek Industries, Inc- Tue Sep 05 11:18:59 ID: aAAhHgdwOvjZ3p4Phg WSBOypH93-RFC?PsB70Hg3NSgPgnL6w3ulTXbGK WrCDoi7J4zJC?f 0-1-8 H 0-1-8 2-5-0 1,5x3 n = 1 5x3 = 3x4 = 3x4 = 1,5x3 3x4 n 1,5x3 u 1 2 3 49 16 5 a 7 L I- 3x6 = 1.5x3 n 3x63x6 = _ 708 7-0-8 Scale = 1:20.9 Plate Offsets (X, Y): [4:0-1-8,Edge] Loading (psf) Spacing 2-0-0 CSI TCLL 60.0 Plate Grip DOL 1.00 TC TCDL 15.0 Lumber DOL 1100 BC BCLL 0.0 Rep Stress Incr YES WB BCDL 5.0 Code FBC2020/TPI2014 Matrix -S LUMBER TOP CHORD 2x4 SP No-2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No-3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 6=0-5-4, 9=0-5-4 Max Grav 6=534 (LC 1), 9=534 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-9=-72/0, 5-6=-32/90, 1-2=-4/0, 2-3=-686/0, 3-4=-686/0, 4-5=-2/5 BOT CHORD 8-9=0/493, 7-8=0/686, 6-7=0/686 WEBS 4-6=-896/0, 4-7=0/133, 2-9=-652/0, 2-8=0/344, 3-8=-218/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131"X 3") nails. Strong backs to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard DEFL in (loc) I/defl L/d PLATES 0-90 Vert(LL) -0.10 B-9 >809 360 MT20 0.73 Vert(CT) -0.13 8-9 >624 240 0.21 Horz(CT) 0.01 6 n/a n/a I Weight: 39 ib T31484378 Page:1 GRIP 244/190 FT = 20%F, 11 %E 111-111 •••t••►S��}US'. AFF►���,. • EN.3 �. 34869 tit jJ1111100.o Jnlhpr Le, PE Nv.l4R69 r lIi i Offnr. 913A %117'aTt 1'SA FL Cert 6634, 16023 S, I n gle-v Ridgr Rd: C'llcstarl-re14,'H) 631117 1)nie= September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. assign valid for use anly wlfh MITek� connedors. This design is based only upon parameters shown, end is.fer en indlvldual building componant, not MiTek% d !fuss system. Before use, the buWing designer must verify the applicability of design pvmmaluf and pro parly inccapovate Otis ee sign intra the overall bulkling design. Bracing Indica led is to paeven l 4ucklklg of 10dlviduat truss web and/or chord mambors only AddtUonal lamporary and p"armaneoI bracing Is always roqulfod for Ste birily and In prevent collapse with possible per" MI Injury and pmaerty damage. For general guidance ragardl ng the 16023 Swingley Ridge Rd. fahricatron; storag4. dollvery, amclion and bramg of Irusses and truss systems, sea ANSIfTPl1 Quality Criteria and OSB -22 available from Truss Plate Institute (www.lpinst,org) C has[ er0eld, MO 63017 and BCSiBuilding Component Safety Information ava0able from the Siruclural Building Component Association(www.sbcscomponenls,com) 314,434,1200/MiTek-US.com Job 'Itt,1111111j►►►/ Truss ytiy�� Truss Type qty Ply No 348.69 3537784 F37 r Floor �. c ❑ R 5 1 731484379 - Pr No. 34869 MiTek fur. — — _.�,fol3 Reference (Dpuonaiy Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc, Tue Sep 05 11:18:59 Page: 1 ID:UwDuM8wkRbnSTAA6NIRuRgypH64-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC7f 1-3-0- 0-1-8 2412 1.5x3 n 1.5x3 = 3x4 ti 3x4 ray 1.5x3 it 1.50 u 1 2 3 4 5 o t - g _ -�_ 11— j..� 6 v 8 7 3x6 = 1.5x3 it 3x4 = 3x4 s fi-9-d 6-9-4 Scale = 1:27,1 Plate Offsets (X, Y): [4:0-1-8,Edge], [8:0-1-8,Edge) Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ltd PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.84 Vert(LL) -0.09 8-9 >864 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.69 Vert(CT) -0.12 8-9 >665 240 BCLL 0.0 Rep Stress Incr YES WB 020 Horz(CT) 0.01 6 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matnx-S Weight: 35 Ib FT = 20%F, 11 %E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No,3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 6= Mechanical, 9=0-5-4 Max Grav 6=527 (LC 1), 9=517 (LC 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 5-6=-35/84, 1-9=-73/0, 1-2=-4/0, 2-3=-643/0, 3-4=-643/0, 4-5=0/0 BOT CHORD 8-9=0/474, 7-8=0/643, 6-7=0/643 WEBS 4-6=-856/0, 4-7=0/132, 2-9=-627/0, 2-8=0/318, 3-8=-208/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Bearings are assumed to be: Joint 9 SP No.2 crushing capacity of 565 psi, Joint 6 SP No.3 crushing capacity of 565 psi. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE, Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building de"ner must verify the applicability of design parametawand properly incorporate [his design into the overall building design. Bracing indicated is to pr0Va01 buckling of Individual truss web and/or chord nlembms only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with posslbte personal injury and properly damage. For general guldance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSlrrPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (wwWtpinst.org) and BCSI Building Component Safety Information available from the Structural Building Component Association (www-sbcscomponenls-com) September 6,2023 M:!Tekm 16023 Swingley Ridge Rd Chesterfield, MO 63017 314.434,1200 / MiTek-US,com 'Itt,1111111j►►►/ aX)L1US ytiy�� E�NSF rte: No 348.69 r �., �. c ❑ R ti N A` 'f5O ]uliu% Lve Pr No. 34869 MiTek fur. 15RA N11Tek %,SA Ft. Cort 61534. 16033 5n Ingivy Ridge Rd: C4eft'014d, Sic) On 17 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE, Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building de"ner must verify the applicability of design parametawand properly incorporate [his design into the overall building design. Bracing indicated is to pr0Va01 buckling of Individual truss web and/or chord nlembms only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with posslbte personal injury and properly damage. For general guldance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSlrrPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (wwWtpinst.org) and BCSI Building Component Safety Information available from the Structural Building Component Association (www-sbcscomponenls-com) September 6,2023 M:!Tekm 16023 Swingley Ridge Rd Chesterfield, MO 63017 314.434,1200 / MiTek-US,com I Job Truss Truss Type Oty ply 3537784 F38 Floor 2 731484380 Job Reference..(eptiar;ai} Builders Firs(Source (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8,63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:18:59 Page: 1 I D:g9YC_fCXGMYK6YsLgvg2KJypH5k-RfC7Psl370Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC7f 1-3-0 0-1-8 1-4-12 1.5x3 II 1.5x3 = 3x4 = 3x4 = 1 50 n 1.5x3 n 1 2 3 4 5 6 8 7 3x6 = 1-5x3 n 3x4 = 3x4 y Scale = 1:27.1 Plate Offsets (X, Y): [4:0-1-8,Edge], [8:0-1-8,Edge] Loading (psf) Spacing 2-0-0 CSI TCLL 60.0 Plate Grip DOL 1.00 TC TCDL 15.0 Lumber DOL 1-00 BC BCLL 0.0 Rep Stress Incr YES WB BCDL 5.0 Code FBC2020(TPI2014 Matrix -S LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 6= Mechanical, 9=0-5-4 Max Grav 6=447 (LC 1), 9=437 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 5-6=-73/33, 1-9=-71/0, 1-2=-4/0, 2-3=-475/0, 3-4=-475/0, 4-5=0/0 BOT CHORD 8-9=0/395, 7-8=0/475, 6-7=0/475 WEBS 4-6=-633/0, 4-7=0/104, 2-9=-521/0, 2-8=0/190,3-8=-112/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Bearings are assumed to be: Joint 9 SP No.2 crushing capacity of 565 psi, Joint 6 SP No.3 crushing capacity of 565 psi. 3) Refer to girder(s) for truss to truss connections, 4) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strong backs to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 5-9-4 _ 5-9-4 DEFL in (loc) I/deft L/d PLATES GRIP 0.43 Vert(LL) -0.04 8-9 >999 360 MT20 244/190 0.41 Vert(CT) -0.06 8-9 >999 240 0.15 Horz(CT) 0,00 6 n/a n/a Weight: 32 Ib FT = 20%F, 11%E �ittt�ir�t;,I• �tit,►��V�IUS LF�••.ri 34869 �0� 4u. r��•.,,;0 � A� Ailbrn f"VE No.-s4R67: Ffifolr Inc, 31B,1.MiTek k_1,A FI. Cert 6634 16923 S%fingley Ridge kd, r'brurrneld, 110 63017 September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. MiTek^ I esign valid rof use only with MiTek® connecmrs. Thlsdnsig n is based only upon parameters shown, and es far an individual bultding c4ohponent, nut a truss syslom. Before use, the building designer musi.vorlfy the appicabilily of design pprarnelers Pod properly iRowporato }his daSlpn I"ID the overall bulkflW design, BraGng Indicated is tv preveRt buckling of Individual truss web and/or chord membam-only. Adddional lilmporarymid permanent bracing is always required lar sta billy 0 n In prewfil goRapse with possible personal injury and properly damage. For Oaneolg uidonce roe online the 16023 Swingley Ridge Rd, fabncatlon, storage, dolvery. erarlian and hracing of trusses and truss systems, see ANSInP 1 Quality Criteria and ❑S8 42 =from Truss Plate Inslitule (www-tpinsl org) Chesleraeld, MO 63017 and SCSI Building Component Safety Information evallai0e from the Structuml Building Component Association (www sbescomponenls com) 314 434 1200 / MiTek-US com Job Truss Truss Type Qty Ply 3537784 F40 _ Floor Supported Gable 1 1 Job Reference (optional). _ Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8.63 S Jul 28 2023 Print: 8,630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:19:00 ID:ssgTfnFADbzDWgsOdctwD9ypH34-RfC7PsB7OHg3NSgPgnL8w3uITXbGKWrCOoi7J4zJC7f It _ 1-3-0 � 3x4 = 1 2 5-7-8 3 4 5 rJ 3x6 = B-10-8 8-10-8 Scale = 1:25.2 Plate Offsets (X, Y): [2:0-1-8,Edge], [7:0-1-8,Edge] Loading (psf) Spacing 2-0-0 CSIDEFL TCLL 60.0 Plate Grip DOL 1.00 TC 0,15 Vert(LL) TCDL 15.0 Lumber DOL 1.00 BC 0,02 Vert(TL) BCLL 0.0 Rep Stress Incr YES WB 0-05 Horiz(TL) BCDL 5.0 Code F13C2020/TPI2014 Matrix -P LUMBER 6) Recommend 2x6 strongbacks, on edge, spaced at TOP CHORD 2x4 SP No,2(flat) 10-00-00 oc and fastened to each truss with 3-10d BOT CHORD 2x4 SP No.2(flat) (0.131"X 3") nails. Strongbacks to be attached to walls WEBS 2x4 SP No.3(flat) at their outer ends or restrained by other means. OTHERS 2x4 SP No.3(flat) LOAD CASE(S) Standard BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 Dc purlins, except end verticals BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 9=8-10-8, 10=8-10-8, 11=8-10-8, 12=8-10-8, 13=8-10-8, 14=8-10-8, 15=8-10-8, 16=8-10-8 Max Grav 9=110 (LC 1), 10=172 (LC 1), 11=96 (LC 1), 12=221 (LC 1), 13=212 (LC 1), 14=212 (LC 1), 15=232 (LC 1), 16=107 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-16=-81/0, 8-9=-8410,1-2=-4/0, 2-3=-25/0, 3-4=-25/0, 4-5=-25/0, 5-6=-25/0, 6-7=-25/0, 7-8=-4/0 BOT CHORD 15-16=0/25, 14-15=0/25, 13-14=0/25, 12-13=0/25, 11-12=0/25, 10-11=0/25, 9-10=0/25 WEBS 2-16=-29/0, 2-15=-216/0, 7-9=-29/0, 7-10=-158/0, 3-14=-199/0, 4-13=-199/0, 5-12=-207/0, 6-11=-91/0 NOTES 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 Do. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 0-,1- 8 Ir3x4 = 6 7 8 T1 �9 11 10 3x6 = In (loc) I/defl L/d PLATES n/a n/a 999 MT20 n/a n/a 999 0.00 9 n/a n/a Weight: 49 Ib T31484381 Page: 1 GRIP 244/190 FT = 20%F, 11 %E ►.,��111111i1►►I►I ���. a�y�ius �F��►t,. .� 34859 10 0 dnbdc 1 -re PL nn. 34869 MBTek lnc- hRA 3li'rek.i'tia r•.!, (;or. 663J ifi023 switrgley R14gn lid, 6,11117 September 6,2023 I A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 1/2/2023 BEFORE USE. Doslgn valid for use only wllh MiTel M ennnectois. Thls design Is based only upon parAmelers shown, and Is fpr an mdlvidu of twrllling compenerd, ndt I �� � a truss syslem Before use, the building desiprlel roust v rify the applicability or design pafanie4ars and property Inmrporale This design inly the overall building design Bracing indicated is to pravant huckilnp of Individual truss web and+or rhord membars orrly. Addltianal temporary and parrnanenl Waving is aWaya req ue ad far slabiiity and to prevent collapsa with puss ible personal Inlury and prnpedy demnge. For gena ral guldnnce rege piing the 10023 Swingley Ridge Rd, fabfl slwn, storage, dollvpt y, erection and bracing of trusses and truss syslams, sea ANS VrPl1 Quality Crlte An and [IS B-22 availa bla Pram Truss Plate Inslit ile (www. tpinsl,org) Chesterfield, MO 63017 and 80 818udding Campo nant Safety Info mha tfvn available from Ifle Structural Building Component Association (www sbescomponenls.com) 314 434.1200 / MiTek-US,com Job Truss Truss Type Qt Ply Y 3537784 F41 Floor 731484382 2-� _Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8-63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:19:00 Page: 1 ID:u68bTYj8BGgG_1SDaSYmUAypH?u-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 1-3.0 0-1-8 1 5x3 1-6-12 n 1 5x3 = 3x4 = 1.5x3 n 1.5x3 n 3x4 = 3x4 = 1 2 3 4 5 6 12 ..... – •il'i —� I m y 10 9 8 17 1.5x3 a 3x4 = 3x6 = 3x4 = 3x4 = Scale = 1:27.8 Plate Offsets (X, Y): [3:0-1-8,Edge], [8:0-1-8,Edge] Loading (psf) Spacing 2-0-0 CSI TCLL 60.0 Plate Grip DOL 1 00 TC TCDL 15-0 Lumber DOL 1.00 BC BCLL 0.0 Rep Stress Incr YES WB BCDL 5.0 Code FBC2020/TP12014 Matrix -S LUMBER 0.77 TOP CHORD 2x4 SP No.2(flat) -0.09 BOT CHORD 2x4 SP No.2(flat) >999 240 WEBS 2x4 SP No.3(flat) 0.29 OTHERS 2x4 SP No.3(flat) 0,01 BRACING n/a n/a TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS (size) 7= Mechanical, 11=0-5-4 Max Grav 7=660 (LC 1), 11=651 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-11=-35/0, 6-7=-90/0, 1-2=-2/0, 2-3=-817/0, 3-4=-953/0, 4-5=-953/0, 5-6=0/0 BOT CHORD 10-11=0/610, 9-10=0/953, 8-9=0/953, 7-8=0/549 WEBS 2-11=-860/0, 2-10=0/308, 3-10=-272/0, 3-9=-162/17, 5-7=-795/0, 5-8=0/609, 4-8=-315/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Bearings are assumed to be: Joint 11 SP No.2 crushing capacity of 565 psi, Joint 7 SP No 3 crushing capacity of 565 psi. 3) Refer to girder(s) for truss to truss connections 4) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131"X 3") nails- Strong backs to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 8-5-4 _ 8-5-4 Weight: 47 Ib FT = 20%F, 11 %E ��►11!!1!1/11 uLlUS8 do ■ 34869 SLI i .� o ■ OF F1 } ti\ r�r�►� ►0 dulIII i Uva PF tie, j 496 111-I'ek 111 e, II HA. NI iTek.k SA FL (:err 6634 16023 Sw•iaplry Ridne kd: C11" erneld. \Ill1,.H117 Dale: September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 112/2023 BEFORE USE. Design vnlld for use only wAh MTakOA ronrreg[ers. Ttils design is based only upon pararnelers shown. alit is for mdividuof buildlag component, not MiTek' a Russ system Before use, the bu llding designer must verity the applicability of design paramgtem and pi openy Inagrporele this design into tha overall buildblg da5lgn Bracing .ndlc Ica/ Ls 10 provnnl buckling of individual Iruss web and/or caged mernbe , only Andlllonal temporary and pannanen t bracing Is always required Ior stablllty and to prevent collapse wRh pmsible personnl hiiu-y and property damage For general guidance regarding the 16023 Swingley Ridge Rd- febdcalten, storage, dellvery, erectlon and Ixedrig of trusses and truss sysleins, see ANSI1TPI1 Quality Criteria and DS1342 available from Truss Plate Institute (www tpinsl.org) Chesterfield, NO 63017 and SCSI Building Component safety Information available from the SlfeClural Building Component Association (www,sbcscomponenls-com) 314-434,1200 / MiTek-US-com DEFL in (loc) I/deft L/d PLATES GRIP 0.60 Vert(LL) -0.07 9-10 >999 360 MT20 244/190 0.77 Vert(CT) -0.09 9-10 >999 240 0.29 Horz(CT) 0,01 7 n/a n/a Weight: 47 Ib FT = 20%F, 11 %E ��►11!!1!1/11 uLlUS8 do ■ 34869 SLI i .� o ■ OF F1 } ti\ r�r�►� ►0 dulIII i Uva PF tie, j 496 111-I'ek 111 e, II HA. NI iTek.k SA FL (:err 6634 16023 Sw•iaplry Ridne kd: C11" erneld. \Ill1,.H117 Dale: September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 112/2023 BEFORE USE. Design vnlld for use only wAh MTakOA ronrreg[ers. Ttils design is based only upon pararnelers shown. alit is for mdividuof buildlag component, not MiTek' a Russ system Before use, the bu llding designer must verity the applicability of design paramgtem and pi openy Inagrporele this design into tha overall buildblg da5lgn Bracing .ndlc Ica/ Ls 10 provnnl buckling of individual Iruss web and/or caged mernbe , only Andlllonal temporary and pannanen t bracing Is always required Ior stablllty and to prevent collapse wRh pmsible personnl hiiu-y and property damage For general guidance regarding the 16023 Swingley Ridge Rd- febdcalten, storage, dellvery, erectlon and Ixedrig of trusses and truss sysleins, see ANSI1TPI1 Quality Criteria and DS1342 available from Truss Plate Institute (www tpinsl.org) Chesterfield, NO 63017 and SCSI Building Component safety Information available from the SlfeClural Building Component Association (www,sbcscomponenls-com) 314-434,1200 / MiTek-US-com Job Truss Truss Type Qty r)y 3537784 F42 Floor � 4 1 731464383 -- .Job Reference. Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8 63 S Jul 28 2023 Print: 6,630 S Jul 20 2023 MiTek Industries, Inc, Tue Sep 05 11:19:00 Page: 1 ID:Bp_hcZ541UNSV8Ru3d3jQWypGyq-RfC?Ps B70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f P1-3-0 0 0-1-8 0-6-0 1-1 2-0-4 1.5x3 n _ _ 4x4 = 1,5x3 = 3x4 = 3x4 3x4 = 3x4 n 1 2 3 4 5 6 11 10 9 12 1 5x3 a a 3x= 3x4= 1,5x311 4x6= 1.5x3 a 8-4-12 7-9-4 766 7-6-8 0 -12 0-7-8 Scale = 1:34,9 Plate Offsets (X, Y): [3:0-1-8,Edge], [4:0-1-8,Edge], [6:0-1-8,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL In (loc) I/dell L/d PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.92 Vert(LL) -0.13 10-11 >717 360 MT20 244/190 TCDL 150 Lumber DOL 1.00 BC 0.85 Vert(CT) -0.16 10-11 >555 240 BCLL 00 Rep Stress Incr YESWB 0.25 Horz(CT) 0.01 8 n/a n/a BCDL 5 0 Code FBC2020rrP12014 Matrix -S _ Weight: 50 Ib FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No. 1(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 8=0-5-8,12=0-5-4 Max Grav 8=718 (LC 1), 12=590 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-12=-27/0, 6-7=0/64, 1-2=-1/0, 2-3=-703/0, 3-4=-706/0, 4-5=0/86, 5-6=0/87 BOT CHORD 11-12=0/561, 10-11=0/706,9-10=01706, 8-9=0/706, 7-8=0/0 WEBS 5-8=-57/113, 2-12=-792/0, 2-11=0/216, 3-11=-129148,3-10=-261/0, 4-8=-1055/0, 4-9=0/296, 6-8=-191/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All bearings are assumed to be SP No.1 crushing capacity of 565 psi. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131"X3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard N6ou 5 [ E GE No 34869 Tk r � � Jul lus Lee Plf: Nn. •3411dy, I Nrvr4 in, 11B,L ]r1'rek iu b7. C=rH (674 15023 SA Inglay Hidgv Rd, ['heslrrd eld, 510 4.3017 enter September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. MiTek Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not I a truss system. Before use, the building deslgnul must verify the applicability of design parameters and properly lno0rporate this design Into the overall building design. Braclrrg indicated is to prevent buckling of individual truss web and/or chord mambor5 only. Addition Bl temporary.entl permanent bracing is ahvaya required for srahildy and Io prevent wilm pie with finesthle personal injury and pmporty damage. For ga neral guile nm ragardng the 16023 Swingley Ridge Rd. lahrice yon, sfuraga, daivery, efeciton and bracing of Irussea and truss s ygems, tea ANSIrfPit quality Crilena and DSB-22 available from Truss Plate Ins[Ituis (www tpinsl.org) Chesterfield, MO 63017 and EC91 Su tiding Camponani Safety Infofmalkln avallable from Ine Slrutl Ural Bulking Compenerll AaspCfatinrl (w stasdmnpenanls.com) 314.434 1200 / MiTek-US com Job Truss Truss Type Qty Ply 3537784HJ01 _ Diagonal Hip Girder 1 11 T31484384 — — _ 1 Job Reference (optional) — Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8.63 S Jul 28 2023 Print: 8,630 S Jul 20 2023 MiTek Industries, Inc Tue Sep 05 11:19:01 Page: 1 I D:ISE8lt85gsgGKpAwiJ5suyypZl N-RfC?Ps87OHg3NSgPgnLBw3ulTXbGKWrCDoi7J42JC?f -1-5-0 — 5-7-8 1-5-0 5-7-8 NAILED 4.241? NAILED NAILED NAILED 2x411 34 8 _. I f N rn 7 01 M N 2 J. N 7—L J 9 10 56 — 2x4= 2x4 II NAILED NAILED NAILED NAILED 5-7-8 5-4-4 5-4-4 0-3-4 Scale = 1:36 B Max Uplift 2=-159 (LC 4), 6=-124 (LC 8) Max Grav 2=266 (LC 1), 6=168 (LC 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/26, 2-3=-130/29, 3-4=-1/0, 3-6=-111/141 BOT CHORD 2-6=0/0, 5-6=0/0 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. ll; Exp D; Enclosed; MWFRS (envelope) exterior zone; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi 6) Refer to girder(s) for truss to truss connections, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 Ib uplift at joint 6 and 159 to uplift at joint 2. GRIP 244/190 FT = 20% ti G�E•NS' y 34669 -0 53 'QM f 53to �I � oil It Juliui Lee PE X,P..14869 MiTek In r. IMA 1lf -& USA R. Cvn 8634 16873 Swingle, lodge -Rd. Ch-terridd, NJ663017 [later September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev- 1/2/2023 BEFORE USE. Design valid for use only with MiTek® connectors, This design is based only upon parameters shown, and Is for an individual building component, not MiTeV a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design, Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only Addilional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. Forgeneral guidance mgardirgf the 16023 Swingley Ridge Rd. fabrication, Omega, delivery, erection and Wgcing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.lpinstorg) Chesterfield, MO 63017 and SCSI Buflding Component Safety Information available from the Structural Building Component Association (www sbcscomponenls.com) 314,434.1200 1 MITek-US coin Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.04 2-6 >999 240 MT20 TCDL 7.0 Lumber DOL 1.25 BC 0 35 Vert(CT) -0.08 2-6 >783 180 BCLL 0.0. Rep Stress Incr NO WB 0 00 Horz(CT) We - We n/a BCDL 10.0 Code _FBC2020lTPI2014 ' Matrix -P Weight; 22 lb LUMBER 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d TOP CHORD 2x4 SP No.2 (0.148"x3.25") toe -nails per NDS guidlines BOT CHORD 2x4 SP No.2 9) In the LOAD CASE(S) section, loads applied to the face WEBS 2x4 SP No.3 of the truss are noted as front (F) or back (B). BRACING LOAD CASE(S) Standard TOP CHORD Structural wood sheathing directly applied or 1) Dead + Roof Live (balanced): Lumber Increase=1 25, 5-7-8 oc purlins, except end verticals. Plate Increase=1.25 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc Uniform Loads (Ib/ft) bracing. Vert: 1-3=-54, 3-4=-14, 2-5=-20 REACTIONS (size) 2=0-7-12, 6= Mechanical Concentrated Loads (lb) Max Horiz 2=165 (LC 4) Vert: 7=45 (F=22, 13=22), 10=-1 (F=-1, B=-1) Max Uplift 2=-159 (LC 4), 6=-124 (LC 8) Max Grav 2=266 (LC 1), 6=168 (LC 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/26, 2-3=-130/29, 3-4=-1/0, 3-6=-111/141 BOT CHORD 2-6=0/0, 5-6=0/0 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. ll; Exp D; Enclosed; MWFRS (envelope) exterior zone; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi 6) Refer to girder(s) for truss to truss connections, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 Ib uplift at joint 6 and 159 to uplift at joint 2. GRIP 244/190 FT = 20% ti G�E•NS' y 34669 -0 53 'QM f 53to �I � oil It Juliui Lee PE X,P..14869 MiTek In r. IMA 1lf -& USA R. Cvn 8634 16873 Swingle, lodge -Rd. Ch-terridd, NJ663017 [later September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev- 1/2/2023 BEFORE USE. Design valid for use only with MiTek® connectors, This design is based only upon parameters shown, and Is for an individual building component, not MiTeV a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design, Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only Addilional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. Forgeneral guidance mgardirgf the 16023 Swingley Ridge Rd. fabrication, Omega, delivery, erection and Wgcing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.lpinstorg) Chesterfield, MO 63017 and SCSI Buflding Component Safety Information available from the Structural Building Component Association (www sbcscomponenls.com) 314,434.1200 1 MITek-US coin Job Truss 3537784 HJ02 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Scale= 1'45.4 Truss Type qty Ply 731484385 Diagonal Hip Girder 21 1 Job Reference (optional) Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:19:01 Page: 1 ID:khmgwTi?wZgPpJmbpLogzXypYaT-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?r oT 1 Loading (psf) Spacing 2 TCLL (roof) 20.0 Plate Grip DOL 1. TCDL 7.0 Lumber DOL 1. BCLL 0.0' Rep Stress Incr N BCDL 10.0 1 Code F LUMBER TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-11-2 oc bracing. REACTIONS (size) 2=0-7-12, 4= Mechanical, 5= Mechanical Max Horiz 2=312 (LC 24) Max Uplift 2=-356 (LC 8), 4=-180 (LC 8), 5=-261 (LC 8) Max Grav 2=487 (LC 18), 4=144 (LC 15), 5=349 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-815/421. 3-4=-172/67 BOT CHORD 2-7=-540/584, 6-7=-540/584, 5-6=0/0 WEBS 3-7=0/291, 3-6=-664/613 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. ll; Exp D; Enclosed; MWFRS (envelope) exterior zone; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections. 1 5-0 �- 5.0.12 -- - 9-10_1 _ J 4-9-5 NAILED NAILED 4 11 J 10 14 NAILED NAILED 5-0-12 9-4-10 5.0-12 4-3-13 0-0 CSI DEFL 25 TC 071 Vert(LL) 25 BC 0.47 Vert(CT) 0 WB 0.34 Horz(CT) BC2020rTP12014 Matdx-S 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 180 Ib uplift at joint 4, 356 Ib uplift at joint 2 and 261 Ib uplift at joint 5, 8) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148'x3.25') toe -nails per NDS guidlines. 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 (Ib/ft) Vert: 1-4=-54, 2-5=-20 Concentrated Loads (Ib) Vert: 8=45 (F=23, B=23), 10=-82 (F=-41, B=-41), 14=-38 (F=-19, B=-19) N 4 J 65 3x4 = 9-10-1 1 1 0-5-7 in (loc) I/deFl L/d PLATES 0.04 6-7 >999 240 MT20 0.08 6-7 >999 180 0.01 5 n/a n/a I Weight: 44 lb GRIP 244/190 FT = 20% ll �,.►'�V ...... SFE►��r t '• J GEN �r do do 34869 e4lZ ke %� '• � AL1 �► 0 0 N AL E�Cfi ti. �flf13i1{ti Jutiu% I.te PF_ No, 34859 , 3RT'rk lne.ORA ylTck.LISA k:L Cert 663.1 16923. SwlnElcy Ridge Rd. Ch"terridd, 110 63017 ]late: September 6,2023 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev, 1/212023 BEFORE USE .n Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not I �� a truss system. Before use, the building dosignei must verify the applicability of design paramulers and properly incorporate this design into the overall building design. Bracing ledlcaled is to praverll buckling of individual truss web and/or chord rrmlabors only. Additional temporary and permanent bracing is always requlled far slobilily Ann io prevent eoilepso Noh possible personal oJury and property damage. For goneral guldance regarding the 16023 Swingley Ridge Rd. fabrication, storage, dant ry. crarJinn and bracing ul trusses and truss symom&, sea ANSIrrPl1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinsl.org) Cs he MO 63017 and SCSI Building component Safety Information nvaltable from the Structural Bullding Component Association (www.sbescomponents.com) 314,434,1200 / MiTek-U3.com 5.66 r12 NAILED NAILED NAILED 3x4. NAILED 3 9 rl'.I 8 2 [r 12 13 7 3x4 = 2x4 n NAILED NAILED NAILED NAILED 9-10_1 _ J 4-9-5 NAILED NAILED 4 11 J 10 14 NAILED NAILED 5-0-12 9-4-10 5.0-12 4-3-13 0-0 CSI DEFL 25 TC 071 Vert(LL) 25 BC 0.47 Vert(CT) 0 WB 0.34 Horz(CT) BC2020rTP12014 Matdx-S 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 180 Ib uplift at joint 4, 356 Ib uplift at joint 2 and 261 Ib uplift at joint 5, 8) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148'x3.25') toe -nails per NDS guidlines. 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 (Ib/ft) Vert: 1-4=-54, 2-5=-20 Concentrated Loads (Ib) Vert: 8=45 (F=23, B=23), 10=-82 (F=-41, B=-41), 14=-38 (F=-19, B=-19) N 4 J 65 3x4 = 9-10-1 1 1 0-5-7 in (loc) I/deFl L/d PLATES 0.04 6-7 >999 240 MT20 0.08 6-7 >999 180 0.01 5 n/a n/a I Weight: 44 lb GRIP 244/190 FT = 20% ll �,.►'�V ...... SFE►��r t '• J GEN �r do do 34869 e4lZ ke %� '• � AL1 �► 0 0 N AL E�Cfi ti. �flf13i1{ti Jutiu% I.te PF_ No, 34859 , 3RT'rk lne.ORA ylTck.LISA k:L Cert 663.1 16923. SwlnElcy Ridge Rd. Ch"terridd, 110 63017 ]late: September 6,2023 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev, 1/212023 BEFORE USE .n Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not I �� a truss system. Before use, the building dosignei must verify the applicability of design paramulers and properly incorporate this design into the overall building design. Bracing ledlcaled is to praverll buckling of individual truss web and/or chord rrmlabors only. Additional temporary and permanent bracing is always requlled far slobilily Ann io prevent eoilepso Noh possible personal oJury and property damage. For goneral guldance regarding the 16023 Swingley Ridge Rd. fabrication, storage, dant ry. crarJinn and bracing ul trusses and truss symom&, sea ANSIrrPl1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinsl.org) Cs he MO 63017 and SCSI Building component Safety Information nvaltable from the Structural Bullding Component Association (www.sbescomponents.com) 314,434,1200 / MiTek-U3.com Joh Truss Truss Type 3537784 HJ03 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Scale = 1:31 Loading (psf) Spacing TCLL (roof) 20.0 Plate Grip DOL TCDL 7.0 Lumber DOL BCLL 0.0'Rep Stress Incr BCDL 1001 Code Oly Ply Diagonal Hip Girder1 1 1 I Job Reference (optional) Run: 8.63 S Jul 28 2023 Print: B 630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:19:01 ID:s?dlLMUBsDuJU9fuZnxgZOypYZT-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?r -1-5-0 _ 2-3-9 1-5-0 2-3-9 NAILED NAILED 5.661? 3-/� — +t. 2 5 n o- 1 6 4 2x4 = NAILED NAILED - 2-3-9 .- 3-9_ I 2-0-0 CSI DEFL in (loc) I/deft 1.25 TC 0.21 Verl(LL) 0.00 2-4 >999 1.25 BC 0.04 Vert(CT) 0.00 2-4 >999 NO WB 0,00 Horz(CT) 0.00 3 We FBC2020/TPI2014 Matrix -P LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-3-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=0-7-12, 3= Mechanical, 4= Mechanical Max Horiz 2=103 (LC 8) Max Uplift 2=-159 (LC 8), 3=-82 (LC 19) Max Grav 2=202 (LC 1), 3=84 (LC 24), 4=38 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-58/41 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat 11; Exp D; Enclosed; MWFRS (envelope) exterior zone; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi - 6) Refer to girder(s) for truss to truss connections - 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 Ib uplift at joint 3 and 159 Ib uplift at joint 2. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 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 (Ib/ft) Vert: 1-3=-54,2-4=-20 Concentrated Loads (lb) Vert: 5=35 (F=17, B=17) —f L/d PLATES 240 MT20 180 n/a Weight: 10 lb T31484386 GRIP 244/190 FT = 20% Page: 1 .•�a��I S CFF•,rr ND 34869 r •� S ���I.fllllllti�� Julius L'or P'Y No.04069.. MiTek Inc. DBA Mi 1'& i!SA 111. Crrl 6634 1023 Swingivs- Ridge Nd: (6esrernelid. l 1 63017 Dale: September 6,2023 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 112/2023 BEFORE USE. MiTek" Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not B truss system. Before use, the building desrgaar must verify the applicability of design parameters end properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/orchard members only. Additional temporary and permanent bracing a sways required for slabtllly aid m prowol wfhips, with possible personal Illlllfy and prnparly damage For goneral guloance regarding the 16023 Swingley Ridge Rd, lallr"tmn, storage, delivery, orectlon and bracing or lrumas And Truss syslerns, sec ANSUTPII Quality CUfarin and OSB -22 avalahle from Truss Plate Institute (www,IpinsLorg) Chesterfield, MO 63017 0nd BC81 Build lug Com ponent Solely l nformellon available from the structural Building Component Assxialion (w w.sbcscomponents.com) 314.434.1200 /MiTek-US,com Job Truss 3537784 HJ04 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Scale = 1:31 Truss Type Qty Ply Diagonal Hip Girder 1 1 I Jab RafeYence (oplfonal), _ Run: 8,63 S Jul 28 2023 Print: 8 630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:19:02 ID: 10JcExpiGgQLrSoGCgSOiwypYZ1-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f -1-5-0 2-3-9 1 1-5-0 2-3-9 NAILED NAILED 5.661? 3, 5 2 Li l o ry c ILI 1 6 4 2x4 a .2-3 9 NAILED NAILED Loading (psf) Spacing 2-0-0 CSI DEFL TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 021 Vert(LL) TCDL 7.0 Lumber DOL 1 25 BC 004 Vert(CT) 0 BCLL 0.0' Rep Stress Incr NO WB 0.00 Horz(CT) 0 BCDL 10.0 Code FBC2020/TP12014 Matrx-P LUMBER �S'0NA 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d TOP CHORD 2x4 SP No.2 Weight: 10 Ib (0.148"x3.25') toe -nails per NDS guidlines. BOT CHORD 2x4 SP No.2 9) In the LOAD CASE(S) section, loads applied to the face BRACING of the truss are noted as front (F) or back (B) TOP CHORD Structural wood sheathing directly applied or LOAD CASE(S) Standard 2-3-9 oc purlins 1) Dead + Roof Live (balanced): Lumber Increase=1.25, BOT CHORD Rlgid ceiling directly applied or 10-0-0 oc Plate Increase=1.25 bracing. Uniform Loads (Ib/ft) REACTIONS (size) 2=0-7-12, 3= Mechanical, 4= Vert: 1-3=-54, 2-4=-20 Mechanical Concentrated Loads (lb) Max Horiz 2=103 (LC 8) Vert: 5=35 (F=17, B=17) Max Uplift 2=-159 (LC 8), 3=-82 (LC 19) Max Grav 2=202 (LC 1), 3=84 (LC 24), 4=38 (LC 3) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-58/41 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=251L Cat. Il; Exp D; Enclosed; MWFRS (envelope) exterior zone; Lumber DOL=1 60 plate grip DOL=1 60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 Ib uplift at joint 3 and 159 Ib uplift at joint 2. vl� in 0.00 (loc) I/defl L/d PLATES 2-4 >999 240 MT20 .00 2-4 >999 180 �Q� 00 3 n/a n/a �S'0NA ,TnOw T.rr111111111 PP '.NO. .41169 1 %1Fkk hrr. Weight: 10 Ib T31484387 GRIP 244/190 CT — 7r10L Page: 1 September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 112/2023 BEFORE USE. I Design valid for use only with MiTek® connectors, This design is based only upon parameters shown, and is for an Individual building component, not M �iTek a truss system. Before use, the building designer must verify the applicability of design pararllvtara and properly incorporate this design into the overall building design Bracing indicated is to pMverll buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing J e always required for slahlllty arnl to pravent callapse whit possible personal Injury and property damage For general guidance regarding the 16023 Swingley Ridge Rd. atiflcallon, slofage, delwary, orecllan and txacing of Irusse5 and truss systems,: see ANSIITPII Quality Criteria anti DSB-22 available from Truss Plate Institute (www.lpinsl.org) Chesterfield, MO 63017 04111 BCSI BWlding Cempnnant Barely Irffemuflon available from the Structural Building Component Association (www sbescomponents,com) 314.434,1200 / MITek-US.com 'k,%%J111rrrt11�'. [�� +`tit 14 S\30us • No 34869 'k �Q� ■ �S'0NA ,TnOw T.rr111111111 PP '.NO. .41169 1 %1Fkk hrr. 013A 111Tek i'tiA P[_ [len 663J. I6B13 S, •tuplry kldgr Rd: (1e.t-110J. N116638117 Dale: September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 112/2023 BEFORE USE. I Design valid for use only with MiTek® connectors, This design is based only upon parameters shown, and is for an Individual building component, not M �iTek a truss system. Before use, the building designer must verify the applicability of design pararllvtara and properly incorporate this design into the overall building design Bracing indicated is to pMverll buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing J e always required for slahlllty arnl to pravent callapse whit possible personal Injury and property damage For general guidance regarding the 16023 Swingley Ridge Rd. atiflcallon, slofage, delwary, orecllan and txacing of Irusse5 and truss systems,: see ANSIITPII Quality Criteria anti DSB-22 available from Truss Plate Institute (www.lpinsl.org) Chesterfield, MO 63017 04111 BCSI BWlding Cempnnant Barely Irffemuflon available from the Structural Building Component Association (www sbescomponents,com) 314.434,1200 / MITek-US.com Job Truss Truss Type Qty Ply 3537784 _ J HJ05 Diagonal Hip Girder 1_ 1 lob Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8.63 S Jul 28 2023 Print: 8 630 S Jul 28 2023 MiTek Industries, Inc, Tue Sep 05 11:19:03 ID:s4kkdclor7TgecsyY3AnJMypYYP-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f Scale = 1:46,8 Plate Offsets (X, Y): [2:0-1-12,0-2-9] o -` Loading (psf) Spacing TCLL (roof) 20.0 I Plate Grip DOL TCDL 70 Lumber DOL BCLL 00* Rep Stress Incr BCDL 10.0 Code LUMBER TOP CHORD 2x4 SP NO.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP 240OF 2.0E -- 2-8-4 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-2-2 oc bracing. REACTIONS (size) 2=0-4-15, 5= Mechanical, 6= Mechanical Max Horiz 2=315 (LC 8) Max Uplift 2=-531 (LC 4), 5=-196 (LC 8), 6=471 (LC 5) Max Grav 2=522 (LC 18), 5=152 (LC 15), 6=357 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/15, 2-4=-801/679, 4-5=-166/64 BOT CHORD 2-8=-757/547, 7-8=-757/547, 6-7=0/0 WEBS 4-8=-231/271, 4-7=-636/880 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. ll; Exp D; Enclosed; MWFRS (envelope) exterior zone; cantilever left exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. -- 0 1-5-0 4-11-0 4-11-0 NAILED 12 5.66 r- NAILED NAILED 5 NAILED 12 s Irl 11 NAILED 3x4 1_JI NAILED 10 4 5x6 o 3 9' " 2 — ILI 1.1 iif1Jl F] 13 14 8 15 76 5x6 a 2x4 it 5x6 = NAILED NAILED NAILED NAILED NAILED NAILED 0-8-2 4-11-0 9-4-12 9-16-1 0-8-2 4-2-14 4-5-12 0515 .0-0 CSI DEFL in 25 TC 081 Vert(LL) 0.10 25 BC 050 Vert(CT) -0.09 O WB 036 Horz(CT) -0,01 3C2020/TPl2014 Matrix -S 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 196 Ib uplift at joint 5, 531 Ib uplift at joint 2 and 471 Ib uplift at joint 6. 8) "NAILED" indicates 3-1 Od (0,148"x3") or 2-12d (0.148'x3.25') toe -nails per NDS guidlines. 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 (Ib/ft) Vert: 1-5=-54, 2-6=-20 Concentrated Loads (lb) Vert: 9=21 (B), 10=-9 (F), 11=-85 (F=-65, B=-21), 13=88 (B), 14=2 (F=-5, 8=7), 15=40 (F=-25, B=-15) (loc) Ildefl L/d PLATES 7-8 >999 240 MT20 7-8 >999 180 6 n/a n/a T31484388 GRIP 244/190 Weight: 53 Ib FT = 20% Page:1 ��►►rrrrrr��� 9 ��c�•�r��. .` ENdo S� �. +a 34869PO ��r;p N Ay `�; �►�. srarnw 1.rr arL-Ne. }4N61 NtiTck Ilne. VRA N11iT'ek I.SA Fl. (:e 1663,: 56023 tiwimJry Ridge Rd. (A.-1urrivld, X16630!7 Uete: September 6,2023 I A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 112/2023 BEFORE USE. I Design vagd for use only wit h. MfTokO conne&iom. This design Is haled only upon parameters stmwn, and In for an Vdlvidrnd building component, not MiTeka' a truss system. Bfflore use, tfle hulldng designer must verily Ihn eppFtshlllty o! design pore motors And pmpedy IrloorpCmtd this design into the ovemll Wilding design Rrouing IndtcalEd K I o prevent duckling of Indlvidu at 11W5 weh and7dr chord memhen ony. Additional lempamry and porme real bracing a always required for ste hriky end to prevent wlnpso with pawk3le personal mfury and propo rly damage. For general. guWanm: rogardlnp the 16023 Swingley Ridge Rd. fshrication, stnla9o, delvary, emtian and hmciag orlrussea and miss ey5tems, See ANSVTpl1 Quality Crllerle and DS942 aveiiabi0 Imm Tmss Plate Institute (www,lpinst. org) ChesteKeld, MO 83017 and BCsi Building Component Safety tnrormarior, avallahfa from lire Slruunral Building Compnnanl Assocfrtlon (www.sbesooinponenla.coml 314.434,12001 MiTek-US,com .lob Truss Truss Type Qty Ply 353T784 HJ06 Diagonal Hip Girder 1 1 Job Reference (optional) Builders Firstsource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc, Tue Sep 05 11:19:03 ID:Ta91Gr5ZX5fSxbKSsDgOS3ypYXO-RFC7PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC7f 1 5 0 5-0-0 9-10-1 �1-5-0 -- - 5-0 0 -- - 4-10-1 -- NAILED NAILED 4T t Scale = 1:47.9 Plate Offsets (X, Y): [2:0-4-4,0-0-5], [2:0-0-3,Edge] Loading (psf) Spacing 2 TCLL (roof) 20.0 Plate Grip DOL 1. TCDL 7.0 Lumber DOL 1. BCLL 0.0• Rep Stress Incr N BCDL 10.0 Code F LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No,3 WEDGE Left: 2x8 SP 240OF 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-9-14 oc bracing. REACTIONS (size) 2=0-4-15, 4= Mechanical, 5= Mechanical Max Horiz 2=313 (LC 24) Max Uplift 2=-390 (LC 4), 4=-292 (LC 8), 5=-403 (LC 5) Max Grav 2=404 (LC 18), 4=212 (LC 15), 5=297 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/33, 2-3=-655/551, 3-4=-215/81 BOT CHORD 2-7=-616/478, 6-7=-616/478, 5-6=0/0 WEBS 3-7=-220/189, 3-6=-540/696 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101 mph; TCDL=4.2psf; BCDL=3,Opsf; h=25ft; Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior zone; cantilever left exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 12 NAILED 5.66 f NAILED NAILED NAILED 3x4 z 9 3 �I 3x10 it 8 2 J 11 7 12 2x4 = 2x4 n NAILED NAILED 131-3_15 5-0-0_ _ -15 3-8-1 NAILED NAILED 9-4-9 4-4-9 - 11j I 13 65 3x4 = NAILED NAILED 9.10.1 0-5.8 0-0 CSI DEFL 25 TC 0,72 Vert(LL) 25 BC 0,79 Vert(CT) O WB 0.28 Horz(CT) BC2020/TP12014 Matrix -S 1 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 292 Ib uplift at joint 4, 403 Ib uplift at joint 5 and 390 Ib uplift at joint 2 8) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25') toe -nails per NDS guidlines. 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 (Ib/ft) Vert: 1-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 8=67 (F=34, B=34), 10=-79 (F=-39, B=-39), 11=97 (F=48, B=48), 12=26 (F=13, B=13), 13=-34 (F=-17 B=-17) in (loc) I/deft L/d PLATES 0.09 6-7 >999 240 MT20 0,08 6-7 >999 180 0.01 5 n/a n/a WBight: 481b T31484389 Page: 1 GRIP 244/190 FT = 20% %%1111111111 t.��000US [F flog, No 34869 �-0 • •1Z •• � S • N t� ,hrkrn Lee YE'\n. 741169 1 MiTek Inc, U$ { MiTelt 11'SA Ft -Gert 6635 16023 SwNgky Ridge Rd. C9leslerneld, -40 631317 n,rte: September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 1/2/2023 BEFORE USE. Design valla for use only with MiTek connoclnes, Tris design is based only upon paramelors shown, and Is for ah IncMdual bulking 6orr4Mnenl, not IMiTek" e Truss systam. Before use, the building designer must Wdfy the applicability of deslqu parammors and rroperly incarparate this design 0110 the overall budding deslgn. Brazing indicated rs to prevent buckling of individual truss web andlor chord mainbeFs only Addlhonit temporary and pnrmanenl bracing is akrmys raquimd for Glablfay aO In fwnvenl collapse with possible personal Injury and property damage. For 0enoral guidance regarding the 16023 Swingley Ridge Rd rabrlu lion. storage -delivery, erecilon aid bracing of lrusses and truss syslelns, sno ANSIrrPI11 Quality Criteria and DSB-22 available from Truss Plate Institute (www.lpinsl.ofg) Chesterfield, MO 63017 and BCSf Building component Surety Information avngahle from Tho Slruclufal Build Ing Component Association (www sbcscomponenls,com) 314,434,1200 1 MiTek-US,com Job Truss Truss Type Qty Ply — 3537784 HJ07 Dlagonal Hlp Girder 1 _ 1 Jou Reference (optional) _ Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8 63 S Jul 28 2023 Print: 8,630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:19:04 I D: H02?5iM?69YBC7bliYlQuwypYX1-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 1-5-0 3-2-14 1-5-0 3-2-14 12 5 66 F - NAILED 3 5 ' co 2 N 6 4 2x4 = Scale = 1:29 5 Loading (psf) Spacing 2-0-0 TCLL (roof) 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1 25 BCLL 0.0- Rep Stress Incr NO BCDL 10.0 Code FBC LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=0-7-12, 3= Mechanical, 4= Mechanical Max Horiz 2=130 (LC 8) Max Uplift 2=-161 (LC 8), 3=-79 (LC 8) Max Grav 2=221 (LC 1), 3=40 (LC 15), 4=57 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-74/13 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=2 It, Cat. 11; Exp D; Enclosed; MWFRS (envelope) exterior zone; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SP No 2 crushing capacity of 565 psi 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 Ib uplift at joint 3 and 161 Ib uplift at joint 2. NAILED 3-2-14 CSI DEFL in TC 021 Vert(LL) 0.00 BC 0.10 Vert(CT) -0.01 WB 0-00 Horz(CT) 0-00 2020/TPI2014 Matrix -P 8) "NAILED" indicates 3-10d (0 148"x3") or 2-12d (0.148'x3.25') toe -nails per NDS guidlines. 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=l 25, Plate Increase=1.25 Uniform Loads (Ib/ft) Vert: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert: 5=23 (B) (loc) I/deft L/d PLATES 2-4 >999 240 MT20 2-4 >999 180 3 n/a n/a Weight: 13 Ib T31484390 J Page: 1 GRIP 244/190 FT = 20% ��►lllrrll��� ENS• fes. N 34669 ��llril4ll:l�� Jelin, I.cePE'N".44869. 1%TIT4 In, I11IA NIFI'A I!Sr1 FLC.ri 6634 161123 %winiglry Ridge Rd: Che_ torneid. ND 0017 Dnls: September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 1/212023 BEFORE USE. D9sa=n valid for use only with MiTek® mnnn(1ors This design is based only upon parameters shown, and Is for an Ind ividual butkilag eornuanenl, not MiTek" a truss syslem. Before use, the building design of must vanfy the applicability of design parameters and property Ineerporate Ihls dealgn Into the overall bulldIng design. Bracing intlicaled Is.lo pravonl buckling of Individual Imss web and/or caiord members only. Addlltonal lemp0rnry and permanent bracing Is always fegulmd for slabilly and to provenl collapse WWI possible personal Inluly and pmpddy damage Forgenerat guidance mgafding the 16023 Swingley Ridge Rd, Inlxlcauen, storage, dnlrva.y, arecllon end hmninp of trusses end Imss systems, ssa A 81lTP11 Quality Criteria and DSe-22 svailehle from Truss Plate Institute (www.lpins( org) Chesterfield, MO 63017 and SCSI Building Cempanenl Safety IMormollon ave�llable from rho Bhuclursl Building Component Association (www sbcscomponents.com) 314 434 1200 / MiTek-US,com Job Truss Truss Type Qty Ply 3537784 _ HJ08 Diagonal Hip Girder 2 1 731484391 _ Job Reference (opilonal) Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8 63 S Jul 28 2023 Print: 8 630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:19:04 Page: 1 ID:skBTovMdYz4JhSquX22Ta7ypYuH-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 1-5-0 3-5-11 NAILED NAILED Max Uplift 2=-163 (LC 8), 3=-89 (LC 8) Max Grav 2=226 (LC 1), 3=56 (LC 15), 4=62 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-109/20 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101 mph; TCDL=4.2psf; BCDL=3.Opsf; h=251t; Cat. ll; Exp D; Enclosed; MWFRS (envelope) exterior zone; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 Ib uplift at joint 3 and 163 Ib uplift at joint 2 "till I I 111►►►► LFAFN'►tri sa869 W. • �LI�: Q L ❑`,� rfi R 3 ♦,.fill iN i L l�� Sully, i,[r No. 34869 1 M ITck'Inr.1HS11,1iTekVSA FI.Cert6614, 160" NwIpgley XldgR Rd: Clle.lerR.id, 1,10 6]017 Daae: September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1/212023 BEFORE USE. MiTek Design valld for use only with MI -Take can neetors. This daslgn is based only upon parameters shown, and is for an imdividnof bulfding component, not e buss system. BefoM use, the Wlldfug designer muai veFhY the appllrability of design parameters and pmpufly in enrporala ibin dasfga into Ole overall bu0ding design. Bracing Indica led is to prevent buckling of individual IN ss web and/or chord mambats only. Addillonal lemperefy and pamronenI bracing Is always faqufred for slrrffillty acrd to pfaveht ca➢apse with possible personal In)ury and property damage. For general guidance regarding the 16023 Swingley Ridge Rd labrlcallon, storage, dallvary, erecllon and braclrrg of Irusses and truss systema, aea ANS11TPH Quality Criteria and DSB-22 available from Truss Plate Institute (www,IpinsLorg) Chesterfield, MO 63017 and BCSI Building Compononl Safety Infmmatien available from he Slruplural Building Component Association (www sbcscomponenls.com) 314.434;12001 MITek-US,rwm 5.66 i12- 3 IJ N r� N 2 O 1 & 41 2x4 = NAILED NAILED 3511 Scale = 1:31 Loading (psf) Spacing 2-0-0 CSI DEFL in (loo) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0 25 Vert(LL) -0.01 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0` Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -P Weight: 131b FT 20% LUMBER 8) "NAILED" indicates 3-10d (0.148'x3") or 2-12d TOP CHORD 2x4 SP No 2 (0 148'x3.25') toe -nails per NDS guidlines. BOT CHORD 2x4 SP No 2 9) In the LOAD CASE(S) section, loads applied to the face BRACING of the truss are noted as front (F) or back (B). TOP CHORD Structural wood sheathing directly applied or LOAD CASE(S) Standard 3-5-11 oc purlins. 1) Dead + Roof Live (balanced): Lumber Increase=1.25, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc Plate Increase=1.25 bracing. Uniform Loads (Ib/ft) REACTIONS (size) 2=0-7-12, 3= Mechanical, 4= Vert: 1-3=-54, 2-4=-20 Mechanical Concentrated Loads (lb) Max Horiz 2=137 (LC 8) Vert: 5=23 (F) Max Uplift 2=-163 (LC 8), 3=-89 (LC 8) Max Grav 2=226 (LC 1), 3=56 (LC 15), 4=62 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-109/20 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101 mph; TCDL=4.2psf; BCDL=3.Opsf; h=251t; Cat. ll; Exp D; Enclosed; MWFRS (envelope) exterior zone; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 Ib uplift at joint 3 and 163 Ib uplift at joint 2 "till I I 111►►►► LFAFN'►tri sa869 W. • �LI�: Q L ❑`,� rfi R 3 ♦,.fill iN i L l�� Sully, i,[r No. 34869 1 M ITck'Inr.1HS11,1iTekVSA FI.Cert6614, 160" NwIpgley XldgR Rd: Clle.lerR.id, 1,10 6]017 Daae: September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1/212023 BEFORE USE. MiTek Design valld for use only with MI -Take can neetors. This daslgn is based only upon parameters shown, and is for an imdividnof bulfding component, not e buss system. BefoM use, the Wlldfug designer muai veFhY the appllrability of design parameters and pmpufly in enrporala ibin dasfga into Ole overall bu0ding design. Bracing Indica led is to prevent buckling of individual IN ss web and/or chord mambats only. Addillonal lemperefy and pamronenI bracing Is always faqufred for slrrffillty acrd to pfaveht ca➢apse with possible personal In)ury and property damage. For general guidance regarding the 16023 Swingley Ridge Rd labrlcallon, storage, dallvary, erecllon and braclrrg of Irusses and truss systema, aea ANS11TPH Quality Criteria and DSB-22 available from Truss Plate Institute (www,IpinsLorg) Chesterfield, MO 63017 and BCSI Building Compononl Safety Infmmatien available from he Slruplural Building Component Association (www sbcscomponenls.com) 314.434;12001 MITek-US,rwm Job Truss Truss Type Qty ply 3537784 HJ09 _ Diagonal Hip Girder i 9 Job Reference (optional) Builders FirsiSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8,83 S Jul 28 2023 Print: 8,630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:19:04 1 D: yoeg Pgafq_7 b919j sJ dOiv ypYbw-R fC?Ps B70Hg3 N Sg Pqn L8w3 u ITXbG K WrC Doi7J4zJ C?f 1-5-0 4-2-3 1-5-0 4-2-3 5661 NAILED NAILED 3 eu 5 N = 2 L 4:E � 6 4 2X4 = Scale = 1:34.3 Loading (psf)Spacing 2 TCLL (roof) 20.0 Plate Grip DOL 1. TCDL 7.0 Lumber DOL 1. BCLL 0.0" Rep Stress Incr N BCDL 10.0 Cade F LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS (size) 2=0-7-12,3= Mechanical, 4= Mechanical Max Horiz 2=158 (LC 8) Max Uplift 2=-181 (LC 8), 3=-121 (LC 8) Max Grav 2=230 (LC 1), 3=65 (LC 1), 4=76 (LC 3) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-131/27 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101 mph; TCDL=4 2psf; BCDL=3 Opsf; h=25ft; Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior zone; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121 Ib uplift at joint 3 and 181 Ib uplift at joint 2. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines, 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=125 Uniform Loads (Iblft) Vert: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert: 5=45 (F=23, B=23) N A N (loc) I/deFl L/d PLATES 2-4 >999 240 MT20 2-4 >999 180 3 n/a n/a Weight: 16 Ib T31484392 GRIP 244/190 FT = 20% Page: 7 ►'III 11 I►►►,/ ���I�fff • In, • 00 No 34869 o LIQ • S; .. O R �� 0.• CSN .Inljw f.rr PF Xn.34Nfi7 I �113ek Irtr. IlilS,! i111Tek L'S,1 1''I. C=crt 66}J 16873 S.1 ngley Ridilr Rd: Ch estrrfield, MO 3017 D.1e: September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITE REFERENCE PAGE Mll-7473 rev. 11212023 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not I MiTeV a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate [his design into the overall bulltling design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 16023 Swingley Ridge Rd. fabricalion, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.lpins(,org) Chesterfield, MO 63017 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponenls,com) 314.434.1200 1 MiTek-US,com NAILED NAILED 4-2-3 0-0 CSI DEFL in 25 TC 0.32 Vert(LL) -0.01 25 BC 0,19 Vert(CT) -0.02 0 WB 0.00 Horz(CT) 0.00 BC2020/TPI2014 Matrix -P 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines, 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=125 Uniform Loads (Iblft) Vert: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert: 5=45 (F=23, B=23) N A N (loc) I/deFl L/d PLATES 2-4 >999 240 MT20 2-4 >999 180 3 n/a n/a Weight: 16 Ib T31484392 GRIP 244/190 FT = 20% Page: 7 ►'III 11 I►►►,/ ���I�fff • In, • 00 No 34869 o LIQ • S; .. O R �� 0.• CSN .Inljw f.rr PF Xn.34Nfi7 I �113ek Irtr. IlilS,! i111Tek L'S,1 1''I. C=crt 66}J 16873 S.1 ngley Ridilr Rd: Ch estrrfield, MO 3017 D.1e: September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITE REFERENCE PAGE Mll-7473 rev. 11212023 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not I MiTeV a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate [his design into the overall bulltling design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 16023 Swingley Ridge Rd. fabricalion, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.lpins(,org) Chesterfield, MO 63017 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponenls,com) 314.434.1200 1 MiTek-US,com Job Truss 3537784 �Poi Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Truss Type Qty Ply Piggyback J 1. 9 Job Reference (optional)_ _ Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc- Tue Sep 05 11:19:05 ID:XYghhD5d_b6gPLAPD9gUJaypYW5-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f -"-1204-14 3-6-12 _ j 2-11-14 4-3-8 0-8-12 0-544 2-5-0 0-6-14 0-8-12 12 8F - 3x6 0 3x6 �. 3 4 5 d 2 0 r+� 6 .-- 1 ~ Imo_ 1 7 8 2x4 = 2x4 = 3x6 n LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=3-6-12, 6=3-6-12, 8=3-6-12 Max Horiz 2=-29 (LC 10) Max Uplift 2=-69 (LC 12), 6=-70 (LC 13), 8=-73 (LC 9) Max Grav 2=93 (LC 1), 6=93 (LC 1), 8=130 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/13, 2-3=-60/73, 3-4=-54/65, 4-5=-54/65, 5-6=-63/75, 6-7=0/13 BOT CHORD 2-8=-23/40, 6-8=-23/40 WEBS 4-8=-95/128 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1, 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads - 9) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members 10) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 69 Ib uplift at joint 2, 70 Ib uplift at joint 6 and 73 Ib uplift at joint 8. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard T31484393 L/d PLATES GRIP 999 MT20 244/190 999 n/a Weight: 141b FT=20% Page:1 '�� . •, G E N No 34869 r. _r �• a . dLf i :' UJ i r�sS��NAI EN �• '��i111i111:ti��► Julirii i;re PE.i\o. 398fip ?5Tk'f ek lnr; I1Ri� itiliTek.Ltii� YL Ctrl 6634 !6023 Swinghy Ridge Rd. (-herterflnld, 310 631!1 " Dine:. ... September 6,2023 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 1/2/2023 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not MiTek' e truss system, Before use, the building designer must verity the applicability ofdeslgn 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 I s always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the 16023 Swingley Ridge Rd I fabrication. SOraga, delivery, erection and tYm*C of trusses and truss systems, see ANSI/TPH Quality Criteria and DSB-22 available from Truss Plate Institute (www,tpinsLorg) Chesterfield, MO 63017 and BCSI Bdfldfng Component Safety IMofdaltion available from the Structural Building Component Association (www.sbcscomponents.com) 314,434.1200 / MiTek-US com I 3-6-12 Scale = 1:25,7 I Plate Offsets (X, Y): [3;0-3-0,0-0-2], [5:0-3-0,0-0-2] Loading (psi) Spacing 2-0-0 CSI DEFL in (loc) I/deft TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a - n/a TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a - n/a BCLL 0.0' Rep Stress Incr YESWB 0.04 Horz(CT) 0.00 6 n/a BCDL 100 Code FBC2020/TPI2014 Matrix -S LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=3-6-12, 6=3-6-12, 8=3-6-12 Max Horiz 2=-29 (LC 10) Max Uplift 2=-69 (LC 12), 6=-70 (LC 13), 8=-73 (LC 9) Max Grav 2=93 (LC 1), 6=93 (LC 1), 8=130 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/13, 2-3=-60/73, 3-4=-54/65, 4-5=-54/65, 5-6=-63/75, 6-7=0/13 BOT CHORD 2-8=-23/40, 6-8=-23/40 WEBS 4-8=-95/128 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1, 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads - 9) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members 10) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 69 Ib uplift at joint 2, 70 Ib uplift at joint 6 and 73 Ib uplift at joint 8. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard T31484393 L/d PLATES GRIP 999 MT20 244/190 999 n/a Weight: 141b FT=20% Page:1 '�� . •, G E N No 34869 r. _r �• a . dLf i :' UJ i r�sS��NAI EN �• '��i111i111:ti��► Julirii i;re PE.i\o. 398fip ?5Tk'f ek lnr; I1Ri� itiliTek.Ltii� YL Ctrl 6634 !6023 Swinghy Ridge Rd. (-herterflnld, 310 631!1 " Dine:. ... September 6,2023 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 1/2/2023 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not MiTek' e truss system, Before use, the building designer must verity the applicability ofdeslgn 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 I s always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the 16023 Swingley Ridge Rd I fabrication. SOraga, delivery, erection and tYm*C of trusses and truss systems, see ANSI/TPH Quality Criteria and DSB-22 available from Truss Plate Institute (www,tpinsLorg) Chesterfield, MO 63017 and BCSI Bdfldfng Component Safety IMofdaltion available from the Structural Building Component Association (www.sbcscomponents.com) 314,434.1200 / MiTek-US com Job Truss i Truss Type Qty Ply 8537784 — P02 Piggyback _ 4 _ T _Job Reference _ rence (optional) Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8.63 S Jul 28 2023 Print: 8,630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:19:05 ID:6iT7U Nr5iSbW?HeZ2yToVMypY WP-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f LUMBER TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins - BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=3-6-12, 4=3-6-12, 6=3-6-12 Max Horiz 2=-60 (LC 10) Max Uplift 2=-74 (LC 12), 4=-82 (LC 13), 6=-32 (LC 12) Max Grav 2=100 (LC 1), 4=103 (LC 20), 6=117 (LC 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/13, 2-3=-55/64, 3-4=-47/66, 4-5=0/13 BOT CHORD 2-6=-17/50, 4-6=-17/50 WEBS 3-6=-86/83 NOTES 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101 mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. ll; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 Ib uplift at joint 2, 82 Ib uplift at joint 4 and 32 Ib uplift at joint 6. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard T31484394 PLATES GRIP MT20 244/190 Weight: 16 Ib FT = 20% Page:1 `t% -,%, ��►,�jl R No 348.69 •com do S .rndlii+ I.ee PF: tie.:+4asv. _ Oil frk Inr. DBAL MiTek I rSA FIL Ceti 604 160" tiwtngley Ridge ME: f h-terneld. ,FICI 63017 D.W: September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 112/2023 BEFORE USE. w Dasngn valla for use only with MITek� con necwm_'This doslgn Is based only upon {xararnel0rsshown, and is for an IndMAual building compenaril, not a Innis sysle M. Before use, the building dilsyner must veiny the applicability of design paramewm and pnopedy Incorpnmle this design 11110 me Oven ill �I huilding design. Bracirkg indicated is. to prevpnl buiWing of individual truss web and7pr allprdeers mmbonly. Addlllnnel tampOrary arM pennonenl Ixaclnp Tek" Is always inquired far slablfity and to simvent collapse willi ppsslble personal Injury andravpody damage. Forgeriural tiuldarn a wgerding the 16023 Swingley Ridge Rd febrlcallon, slornge, delrvmy, efacilorn and bracing of Irusses and truss syslema, see ANSIrrPy1 Ouelity 0fltalla and DS8­-22 ovallable ffem Tluss Plple Institule (www tpinsl org) Cheslerfleld, MO 63017 and BCSI Building Compvneni Sorely Information avapnNe fromffie Siruchiml. Building Component Association (www sbcscomponents com) 314 434.12001 MiTek-US com 0-8-1-2 1-9-6 3-6-12 4-3-8 x28-1 Y 1-9-6 1-9-6 t! 0=8-12 12 4x6 8 F- 3 m m z — 4 v 1i F • I 5 r 6 2x4 = 2x4 = 2x4 it 3-6-12 Scale= 1:23 Loading (psf) Spacing 2-0-0 CSI DEFL in ('oc) /deft L/d TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 009 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 003 Vert(CT) n/a n/a 999 BCLL 0.0' Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020rTP12014 Matrix -P LUMBER TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins - BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=3-6-12, 4=3-6-12, 6=3-6-12 Max Horiz 2=-60 (LC 10) Max Uplift 2=-74 (LC 12), 4=-82 (LC 13), 6=-32 (LC 12) Max Grav 2=100 (LC 1), 4=103 (LC 20), 6=117 (LC 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/13, 2-3=-55/64, 3-4=-47/66, 4-5=0/13 BOT CHORD 2-6=-17/50, 4-6=-17/50 WEBS 3-6=-86/83 NOTES 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101 mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. ll; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 Ib uplift at joint 2, 82 Ib uplift at joint 4 and 32 Ib uplift at joint 6. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard T31484394 PLATES GRIP MT20 244/190 Weight: 16 Ib FT = 20% Page:1 `t% -,%, ��►,�jl R No 348.69 •com do S .rndlii+ I.ee PF: tie.:+4asv. _ Oil frk Inr. DBAL MiTek I rSA FIL Ceti 604 160" tiwtngley Ridge ME: f h-terneld. ,FICI 63017 D.W: September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 112/2023 BEFORE USE. w Dasngn valla for use only with MITek� con necwm_'This doslgn Is based only upon {xararnel0rsshown, and is for an IndMAual building compenaril, not a Innis sysle M. Before use, the building dilsyner must veiny the applicability of design paramewm and pnopedy Incorpnmle this design 11110 me Oven ill �I huilding design. Bracirkg indicated is. to prevpnl buiWing of individual truss web and7pr allprdeers mmbonly. Addlllnnel tampOrary arM pennonenl Ixaclnp Tek" Is always inquired far slablfity and to simvent collapse willi ppsslble personal Injury andravpody damage. Forgeriural tiuldarn a wgerding the 16023 Swingley Ridge Rd febrlcallon, slornge, delrvmy, efacilorn and bracing of Irusses and truss syslema, see ANSIrrPy1 Ouelity 0fltalla and DS8­-22 ovallable ffem Tluss Plple Institule (www tpinsl org) Cheslerfleld, MO 63017 and BCSI Building Compvneni Sorely Information avapnNe fromffie Siruchiml. Building Component Association (www sbcscomponents com) 314 434.12001 MiTek-US com Job I Truss 3537784 I P03 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Truss Type Qty Ply Piggyback _ 1 1 1— 1 .fob Reference (Optonal) Run: 8.63 S Jul 282023 Print: 8 630S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:19:05 I D: U Usl EXXDVfeZj twJKiTwn9ypYVX-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrC Doi7J4zJC?f -00-8-12 0-8-121 1-4-6 10-10-01 1-4-6 0-8-12 3x6 �. 811 2x4 u 3x6 , 3 9 4 M n_- 5 2 i o� 1 6 7 2x4 = 2x4 2x4 u LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=3-6-12, 5=3-6-12, 7=3-6-12 Max Horiz 2=-50 (LC 10) Max Uplift 2=-93 (LC 12), 5=-94 (LC 13) Max Grav 2=134 (LC 1), 5=134 (LC 1), 7=83 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/13, 2-3=-119/148, 3-4=-108/159, 4-5=-119/149, 5-6=0/13 BOT CHORD 2-7=-45/77, 5-7=-45/77 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101 mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) Gable requires continuous bottom chord bearing, 7) Gable studs spaced at 2-0-0 Do. 8) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 9) " This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 10) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 Ib uplift at joint 2 and 94 Ib uplift at joint 5. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard (loc) I/deft 1-1d PLATES n/a 999 MT20 n/a 999 5 We n1a T31484395 GRIP 244/190 Mighl 15 Ib FT = 20% Page: 1 Il►►►►►� G.E N S •' rr. 3-6-12 Scale = 1:27.4 •ir �� • Plate Offsets (X, Y): [3:0-3-0,0-0-2], [4:0-3-0,0-0-2] Loading (psf) Spacing 2-0-0 CSI DEFL In TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) We TCDL 7.0 Lumber DOL 1.25 BC 0,03 Vert(CT) n/a BCLL 0.0• 1 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 BCDL 10.0 Code FBC2020rrP12014 Matrlx-R LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=3-6-12, 5=3-6-12, 7=3-6-12 Max Horiz 2=-50 (LC 10) Max Uplift 2=-93 (LC 12), 5=-94 (LC 13) Max Grav 2=134 (LC 1), 5=134 (LC 1), 7=83 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/13, 2-3=-119/148, 3-4=-108/159, 4-5=-119/149, 5-6=0/13 BOT CHORD 2-7=-45/77, 5-7=-45/77 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101 mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) Gable requires continuous bottom chord bearing, 7) Gable studs spaced at 2-0-0 Do. 8) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 9) " This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 10) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 Ib uplift at joint 2 and 94 Ib uplift at joint 5. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard (loc) I/deft 1-1d PLATES n/a 999 MT20 n/a 999 5 We n1a T31484395 GRIP 244/190 Mighl 15 Ib FT = 20% Page: 1 Il►►►►►� G.E N S •' rr. No 34869.- •ir �� • rmiu, I,ee %FITek L%. PY.. No. 3480 llllA %fi I'ek N%A Fl. S.er15fi3J 16023 S- Will", RMille Rd. 417heett•rrI41, %ill 100117 September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 112/2023 BEFORE USE. Uaalpn 414 for use only with MITek40 cannoclote. Th iS doeWn is based only upon pamrneters shown, and Is for on Individual building ootnpanerll, not MiTeko a truss syslem. Before use, the buildjng desdgnor must verify the applicability of design paramolars and properly Incnm orate this design roto Iha overall bu llding design. Bracing indicated Is Ie pravenl buckling of Ind lviduaI truss web andfor chord members only. only, Addlltanel lenlpdrary and permanent bracing L5 8iways required for staMlly and !o prcvnnr �vya psa wph possible peisanal knjliry and props dy damage. For general guidance fapardin0 the 16023 Swingley Ridge Rd. labrlcaiinn, storage, delivery, oroctlon and bracing 0f lrusses and truss systems, gas ANSI TPI7 Quality Criteria and DSB-22 available from Truss Plate Institute (www,tpinst.org) Chesterfield, MO 63017 and SCSI Building Component Safety Information Rvellable from tho 51ruclural Building Component Association (www sbcscomponents com) 314.434.12001 MiTek-US.com Job Truss 3537784 T01 Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, Scale = 1:27.5 Truss Type Qty Ply Roof Special 2 1 Job Referenoe options] _ Run: 8,63 S Jul 26 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:19:06 ID:jUQ7iQrWOewtrtwJrAxlgeypYV7-RfC?PsB70Hg3NSgPgnLBw3uITXbGKWrCDoi7J4zJC?f 4-0-4 1=0.0 4-0-4 2x4 u 4 6 12 f 3 _ 7 c" N 2 6 M o 5 2x4 = 2x4 it Loading (psf) Spacing 2-0-0 TCLL (roof) 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0` Rep Stress Incr YES BCDL 10.0 Code FBC2 LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=0-5-8, 6= Mechanical Max Horiz 2=152 (LC 12) Max Uplift 2=-118 (LC 12), 6=-119 (LC 12) Max Grav 2=213 (LC 1), 6=127 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/25, 2-3=-133/60, 3-4=-2/0, 3-6=-134/248 BOT CHORD 2-6=0/0, 5-6=0/0 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25it Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E)-1-0-13 to 1-11-3, Interior (1) 1-11-3 to 4-0-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections. 4-0-4 3-9-0 3-9-0 0-3-4 CSI DEFL in TC 0,31 Vert(LL) -0.01 BC 0.14 Vert(CT) -0.02 WB 0 00 Horz(CT) n/a 020/TPI2014 Matrix -P 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 119 Ib uplift at joint 6 and 118 Ib uplift at joint 2, LOAD CASE(S) Standard (loc) Well L/d PLATES 2-6 >999 240 MT20 2-6 >999 180 - n/a n/a Weight: 17 Ib T31484396 Page: 1 GRIP 244/190 FT = 20% ��„ttttlr►►► ,`.... LEE��1 NO 34869 r S •�'••.a.. • C? `r Julius Lev PF Yn. ]4867, N11'1'e41nc.111IA NTITek -VSA IflIV Swinglvs• RIdg@ Rd: Cheslernrld, �fV $31117 Dulr: A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev 1/212023 BEFORE USE. Design willfl for use only with MITekg connectors This daslgn Is based only upon pafamelemshown, and is far on Individual aulidlng eonvormnl, not a Ifuss syslam. Before use, the building designer must varlly the applicability of design paramultifs and properly lncorporale this deslgn Into the overall building design. Bracing Indicated Is to pmvenl buckling of individual truss web andfor chord members Only. AdditIonnl temporary and permanent bracing h alwaysreglllred far eloblllty and in prevent collapse with possible personal Injury and properly damage. For genOfa( guidance regarding the fabrkallon, starage,delivery, eracllon and hraclnp of trusses and truss systems., sae ANSIlTPI1 Quality Criterlaand DSB-22 available from Truss Plate Institute (www.tpinst org) and SCSI suit ding Component Safety Information avndnhle from the Slructufbt Build Ing Component Association (www.sbcscomponents.com) September 6,2023 MiTek' 16023 Swingley Ridge Rd Chesterfield, MO 63017 314 434 1200 1 MiTek-US cam Job Truss Truss Type 13537784 T02 Hip Girder Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Qty -Ply 1 Job Reference o tional T31484397 Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc, Tue Sep 05 11:19:06 Page: 1 ID:4WKjONjJB37W557Ld718H2ypYU_ RfC7PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC7f Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior zone; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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. .IR lfus Let FIE Vn. 34#69 1 n71Tek fire A MITek USA FI-Cen 6634, IG023 Sryingle!• RIdKr Rd: CLeslerRntr{. 3EC1 43017 Dnlr: September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 1/2/2023 BEFORE USE. MiTeV Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not 1 a I. system. Before use, the building designer must verify the applicability ofdesign 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 Is akvnys requrraa forsiabillly and la prevent Qoltapsa w111r possible personal Injury and properly damage. For general guidance rep rdl[IQ the 16023 Swingley Ridge Rd, fabrIr&Uon, elorage, delreery, erecllon and bracing of lrussns And truss systems, see ANSI/TPH Quality Criteria and DS1942 aOIIRWe from Truss Plate Institute (www.tpinst org) Chesterfield, MO 63017 and SCSI Building Component Safely Information available from Ile Slruolural Building Component Association (www.sbcscomponenls.com) 314.434.12001 MiTek-US;com _3-9-0 7-0-0 _ 12-3-8 17-7-0__ - + 20-10-0— 24-7-0 25-7-9 1.0-0 3-9-0 3-3-0 5-3-8 5-3-8 3-3-0 3 9 0 0-Oi NAILED Special NAILED NAILED NAILED NAILED Special 4X6 = 2X4 n 46? 4 14 15 5 16 17 6 8112 [ll lID. ` iU — 2x4 2x4 a r. 3 7 e� o; Do 1 n 2...1 8 or_ , [ - _ NI Iu � ILI, Mrl ML .� 9 13 18 19 12 2011 21 10 4x6 °4x6 6xB= 6x6= 4x6= 6x6= Special NAILED NAILED NAILED NAILED Special NAILED 7-1-12 - 12'3-8— - -- - 17-5-4-- 24-7-0 7-1-12 5-1-12 5-1-12 — — 7-1-12 = Scala 1:51 Plate Offsets (X, Y): [2:0 -2 -8,0 -2 -1],[4:0 -5 -12,0 -2 -0],[6:0 -5 -12,0 -2 -0],[8:0 -2-8,0-2-1],[10:0-3-8,0-3-0],[12:0-4-0,0-4-4],[13:0-3-8,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.21 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0 60 Vert(CT) -0.20 12-13 >999 180 BCLL 0.0' Rep Stress Incr NO WB 0 70 Horz(CT) -0.06 8 n/a n/a BCDL 10.0 Code FBC2020lTPI2014 Matrix -S Weight: 152 Ib FT = 20% LUMBER 6) ' This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 SP No 2 on the bottom chord in all areas where a rectangle BOT CHORD 2x6 SP No 2 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 SP No.3 chord and any other members. BRACING 7) All bearings are assumed to be SP No.2 crushing TOP CHORD Structural wood sheathing directly applied or capacity of 565 psi. 3-0-5 oc purlins. B) Provide mechanical connection (by others) of truss to BOT CHORD Rigid ceiling directly applied or 4-11-14 oc bearing plate capable of withstanding 1614 Ib uplift at bracing. joint 2 and 1614 Ib uplift at joint 8. REACTIONS (size) 2=0-5-8, 8=0-5-8 9) "NAILED" indicates 3-10d (0,148"x3") or 3-12d Max Horiz 2=-215 (LC 6) (0.148"x3.25") toe -nails per NDS guidlines. Max Uplift 2=-1614 (LC 8), 8=-1614 (LC 9) ). 9) 10) Hanger(s) or other connection device(s) shall be Max Graft 2=2107 ((L 1 8=2107 (LC provided sufficient to support concentrated load(s) 271 Ib down and 227 Ib up at 7-0-0, and 271 Ib down and FORCES (lb) - Maximum Compression/Maximum 227 Ib up at 17-7-0 on top chord, and 523 Ib down and Tension 417 Ib up at 7-0-0, and 523 Ib down and 417 Ib up at TOP CHORD 1-2=0/35, 2-3=-3307/2586, 3-4=-3176/2538, 17-6-4 on bottom chord. The design/selection of such 4-5=-3262/2686, 5-6=-3262/2686, connection device(s) is the responsibility of others. 6-7=-3177/2539, 7-8=-3308/2587, 8-9=0/35 11) In the LOAD CASE(S) section, loads applied to the face y �� BOT CHORD 2-13=-2136/2802, 12-13=-2062/2727, 10-12=-1964/2662, 8-10=-1991/2642 of the truss are noted as front (F) or back (B). WEBS 4-13=-577/867, LOAD CASE(S) Standard 4-12=-801/918, 5-12=-366/455, 6-12=-802/918, 1) Dead + Roof Live (balanced): Lumber Increase=1.25, f .tip ••' a ENS ' •• % '•• 6-10=-578/868, 3-13=-147/327, 7-10=-148/328 Plate Increase=1.25 Uniform Loads (Ib/ft) ■ =4C r 34$E9 +: NOTES Vert: 1-4=-54, 4-6=-54, 6-9=-54, 2-8=-20 ZZ* Concentrated Loads (Ib) •: 1) Unbalanced roof live loads have been considered for Vert: 4=-73 (B), 6=-73 (B), 13=422 (B), 12=-162 (B), this design. 5=-16 (B), 10=422 (B), 14=-16 (B), 15=-16 (B), Z 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) 16=-16 (B), 17=-16 (B), 18=-162 (B), 19=-162 (B), Vasd=101 mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; 20=-162 (B), 21=-162 (B) Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior zone; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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. .IR lfus Let FIE Vn. 34#69 1 n71Tek fire A MITek USA FI-Cen 6634, IG023 Sryingle!• RIdKr Rd: CLeslerRntr{. 3EC1 43017 Dnlr: September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 1/2/2023 BEFORE USE. MiTeV Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not 1 a I. system. Before use, the building designer must verify the applicability ofdesign 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 Is akvnys requrraa forsiabillly and la prevent Qoltapsa w111r possible personal Injury and properly damage. For general guidance rep rdl[IQ the 16023 Swingley Ridge Rd, fabrIr&Uon, elorage, delreery, erecllon and bracing of lrussns And truss systems, see ANSI/TPH Quality Criteria and DS1942 aOIIRWe from Truss Plate Institute (www.tpinst org) Chesterfield, MO 63017 and SCSI Building Component Safely Information available from Ile Slruolural Building Component Association (www.sbcscomponenls.com) 314.434.12001 MiTek-US;com Job Truss Truss Type 3537784 T03 Hip Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, i-1-0-0 1-0�ot - T 4-8-7 _ 9-0-0 4-8-7 �-- 4-3-9 Qty Ply 1 T31484398 Job Reference (optional) Run: 8,63 S Jul 28 2023 Print: 8 630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:19:07 Page: 1 I D: keeXEwUgMQ3a9nJSpkNwLKypYT?-R fC?PsB7OHg3NSgPgnLBw3ulTXbGKMCDoi7J4zJC?f 4x6a 4 LrI � — -- 15-7-0 19-10.9 247-0 6-7-0 — 4-3-9 4-8-7 4x8 = 13 14 15 5 2x4 c 6 16 25-7-0 LUMBER 4) Provide adequate drainage to prevent water ponding. TOP CHORD 2x4 SP No.2 '2 BOT CHORD 2x4 SP No.2 chord live load nonconcurrent with any other live loads. WEBS 2x4 SP No.3 6) ' This truss has been designed for a live load of 20.Opsf BRACING 7 TOP CHORD Structural wood sheathing directly applied or 3-06-00 tall by 2-00-00 wide will fit between the bottom 4-7-15 oc purlins. chord and any other members, with BCDL = 10.Opsf. BOT CHORD Rigid ceiling directly applied or 7-6-8 oc 7) All bearings are assumed to be SP No.2 crushing bracing. capacity of 565 psi. WEBS 1 Row at midpt 5-11 8) Provide mechanical connection (by others) of truss to REACTIONS (size) 2=0-5-8, 7=0-5-8 bearing plate capable of withstanding 534 Ib uplift at Max Horiz 2=268 (LC 11) joint 2 and 534 Ib uplift at joint 7. Max Uplift 2=-534 (LC 12), 7=-534 (LC 13) LOAD CASE(S) Standard Max Grav 2=1025 (LC 2), 7=1031 (LC 2) FORCES (lb) - Maximum Compression/Maximum 11 17 10 9 TOP CHORD 1-2=0/32, 2-3=-1337/691, 3-4=-1178/594, f 1 3x4 i. 3x8+f 3x6= 3x4= 7-9=-428/1077 3x4 WEBS 3-11=-295/325, 4-11=-123/422, 9-1-12 — -- - F -- 15-5-4 NOTES 24-7-0 9-1-12 6-3-8 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=251t; 9-1-12 Scale = 1:48.4 zone and C -C Exterior(2E) -1-1-0 to 1-11-0, Interior (1) 1-11-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-2-15, Interior (1) 13-2-15 to 15-7-0, Exterior(2R) 15-7-0 to 20-0-2, Plate Offsets (X, Y): [2:0-2-0,0-1-8], [4:0-3-12,0-2-0], [5:0-5-12,0-2-0], [7:0-2-0,0-1-8] forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. Loading (psf) Spacing 2-0-0 SI DEFL in (loc) I/deft Ltd PLATES GRIP TCLL (roof) 20,0 Plate Grip DOL 1.25 JTC 0.58 Vert(LL) -0.19 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 C 0.76 Vert(CT) -0.39 7-9 >747 180 BCLL 00 Rep Stress Incr YES WB 0.17 Horz(CT) 0.04 7 n/a n!a BCDL 10.0 Code FBC2020lrP12014 Matdx-S Weight: 128 Ib FT = 20% LUMBER 4) Provide adequate drainage to prevent water ponding. TOP CHORD 2x4 SP No.2 5) This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2 chord live load nonconcurrent with any other live loads. WEBS 2x4 SP No.3 6) ' This truss has been designed for a live load of 20.Opsf BRACING on the bottom chord in all areas where a rectangle TOP CHORD Structural wood sheathing directly applied or 3-06-00 tall by 2-00-00 wide will fit between the bottom 4-7-15 oc purlins. chord and any other members, with BCDL = 10.Opsf. BOT CHORD Rigid ceiling directly applied or 7-6-8 oc 7) All bearings are assumed to be SP No.2 crushing bracing. capacity of 565 psi. WEBS 1 Row at midpt 5-11 8) Provide mechanical connection (by others) of truss to REACTIONS (size) 2=0-5-8, 7=0-5-8 bearing plate capable of withstanding 534 Ib uplift at Max Horiz 2=268 (LC 11) joint 2 and 534 Ib uplift at joint 7. Max Uplift 2=-534 (LC 12), 7=-534 (LC 13) LOAD CASE(S) Standard Max Grav 2=1025 (LC 2), 7=1031 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-1337/691, 3-4=-1178/594, 4-5=-942/572, 5-6=-1188/594, 6-7=-1347/691, 7-8=0/32 BOT CHORD 2-11=-609/1159, 9-11=-254/951, 7-9=-428/1077 WEBS 3-11=-295/325, 4-11=-123/422, 5-11=-142/142, 5-9=-138/474, 6-9=-295/326 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=251t; Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) -1-1-0 to 1-11-0, Interior (1) 1-11-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-2-15, Interior (1) 13-2-15 to 15-7-0, Exterior(2R) 15-7-0 to 20-0-2, Interior (1) 20-0-2 to 25-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. ',.��1111111I111�11 �6111j5 LES No 34869 r 1It tSI'll�0NAlL 4rilhls f.ee.PE No. 14869 I M. r7ek Inc. 178.1 P1I T& IrsA V L ('-1 ,16873 Stvibigiq Ridge RW Chviterflnld. %10 6301.7 Rale, - ... .. . September 6,2023 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 1/212023 BEFORE USE. Mffek' Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design Bracing indi6ated is to prevent buckling of individual truss web and/or chord!mam6ets only. Additional temporary and permanent bracing I Is o mays tequtred for stabIl ry and to prevent avllnpse w lh possible personal Inlary and property damage. For general guidance regarding the 16023 Swingley Ridge Rd fabdcalren, storage, delivery, emcllon and bfacing of Irusse4.and truss systems, sen ANSUTPII Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Chesterfield, MO 63017 and BCSI Building component safely Infvn lion avagsble from the Suurtumt Building Component Association (www.sbcscomponents.com) 314.434.1200 / MiTek-US,com Job Truss Truss Type 3537784 _ T04 Hip Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Qty Ply 1 .. Job Reference (optional) _ Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:19:07 ID:WXmhmjcAS?nNp3wKmmYjcxypYRY-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4,JC7f -0-p 5-8-7 11-0-0 13-7-0 18-10-9 24.7-0 -- - 1-0-0 s -8a 5 3 9 - z 7 0 5-3-9 - 5-6-7 5x6= 5x6= 4 14 5 8112 E11- rf, 2x4,. 2x4 a 13 15 r, 3 6 C7 q� i m 12 R 2 L 11 17 10 18 9 3x4 o 3x4= 3x6= 3x4= i 16-3-1 24-7-0 Scale 1:53.5 8-3-15 7-11-1 B-3-15 = Plate Offsets (X, Y): [2:0 -2-0,0-1-8],[4:0-3-0,0-2-3],[5:0-3-0,0-2-3],[7:0-2-0,0-1-8] 16 T31484399 Page: 1 7 g 3x4 . Loading (psf) Spacing 2-0-0 CSI 6) ' This truss has been designed for a live load of 20.Opsf I DEFL in (Ioc) War L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.19 2-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.27 2-11 >999 180 BCLL 0.0` Rep Stress Incr YES WS 0.36 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2020rrPI2014 Matrix -S Vasd=101 mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. ll; Exp D; Enclosed; MWFRS (envelope) exterior Weight: 122 Ib FT = 20a/ LUMBER 5) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 SP No.2 'Except" 4-5:2x6 SP No.2 chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 SP No.2 6) ' This truss has been designed for a live load of 20.Opsf WEBS 2x4 SP No.3 on the bottom chord in all areas where a rectangle BRACING 3-06-00 tall by 2-00-00 wide will fit between the bottom TOP CHORD Structural wood sheathing directly applied or chord and any other members, with BCDL = 10.Opsf. 4-7-11 oc purlins. 7) All bearings are assumed to be SP No.2 crushing BOT CHORD Rigid ceiling directly applied or 7-5-11 oc capacity of 565 psi. bracing. 8) Provide mechanical connection (by others) of truss to REACTIONS (size) 2=0-5-8, 7=0-5-8 bearing plate capable of withstanding 524 Ib uplift at Max Horiz 2=319 (LC 11) joint 2 and 524 Ib uplift at joint 7. Max Uplift 2=-524 (LC 12), 7=-524 (LC 13) LOAD CASE(S) Standard Max Grav 2=1095 (LC 19), 7=1095 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-1397/646.3-4=-1270/659, 4-5=-815/520, 5-6=-1270/659, 6-7=-1397/646, 7-8=0/32 BOT CHORD 2-11=-596/1315, 9-11=-243/884, 7-9=-38111110 WEBS 4-11=-303/654, 3-11=-357/429, 5-9=-3041655, 6-9=-357/429 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101 mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. ll; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) -1-1-0 to 1-11-0, Interior (1) 1-11-0 to 11-0-0, Exterior(2E) 11-0-0 to 13-7-0, Exterior (2R) 13-7-0 to 17-9-15, Interior (1) 17-9-15 to 25-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1,60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. ``ti►►►�vLIUS LE���r�r E�IV,g' �' P4D 34869' 00 10 .51 .0 N Ai '�►►,+� Julfrl. F." I E NF. 34867 !Wl1ek Inv, bk,4 1.11Tak it ".i,l ]rf. f. rt 6634 161123 Swinglnr'Ridgv Rd: Chirslrrnrld..LII I (0411 Dale: September 6,2023 I A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/212023 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �iTek' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only, Additional temporary and permanent bracing M is always required for stability and to prevent collapse with possible personal Injury and property damage. For ganoral guidance regarding the 16023 Swingley Ridge Rd fabrication. sWagm delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (wwwApinst-org) Chestemeld, MO 63017 and BCSI Elrlii" Component Safety Information available from the Structural Building Component Association (www.sbcscomponents,com) 314 434.1200 / MiTek-US_com Job Truss Truss Type ally Ply 3537784 T05 AtticT31484400 - 13 1 LJ.bReference T31484400 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, __ Run: B-63 S Jul 28 2023 Print: 8,630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:18:08 Page: 1 I D:g70S2tAWmgMRdVYIdaqCfRypYOF-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f "1'fl 0 4.7.3 13-6-12 B-1.4 11-0-4 12'3'8 16-5-12 19-11-13 4 i= — 24-7-0 25-7-0 1.17.0 4-7-3 3-6-1 2-11-0 1-3-4 2-11-0-0 3 6-1 4-7 3 1 -0.0 1-3-4 8-1-0_ 5x6= 6 3x8= 3x8= 2x4 5 '`' 7 2x4 ii 18 19 q 17 $ 812 2x4 n � N m 7x8,y 7x8, � Co3 1 � 9 r 2 ' —13— 10 1 16 15 14 13 12 U4 3x4= 4x4= 4x4= 2x4 i1 3x10= qx6= 3x10= 2x4 3x4= it 4x4= �- 4-577 B-1-4 14.0-0 16.5-12 20-1-9 24-7-0- Scale= 1:87.1 4-5-7 1 3-7-13 5-10-12 2-5-12 3-7-13 (. 4-5-7 Plate Offsets (X, Y): (2:0-0-11,0-0-4], (3:0-4-0,0-3-4], [9:0-4-0,0-3-4], [10:0-0-11,0-0-4], (13:0-3-0,0-1-8], [15:0-3-4,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL In (loc) I/clef] L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0,79 Vert(LL) 0,17 15-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1,25 BC 0.41 Vert(CT) -0.27 13-15 >999 180 BCLL 0.0` Rep Stress Incr YES WB 0,28 Horz(CT) 0.03 10 n/a n/a BCDL _ 10.0 Code FBC2020/TP12014 Matrix -S Attic -0.06 13-15 >999 360 Welghi 182 lb FT 20% LUMBER 3) Building Designer / Project engineer responsible for TOP CHORD 2x4 SP No.2 'Except' 3-6,9-6:2x6 SP No.2 verifying applied roof live load shown covers rain loading BOT CHORD 2x6 SP No.2 requirements specific to the use of this truss component. WEBS 2x4 SP No.3 4) This truss has been designed for a 10.0 psf bottom BRACING chord live load nonconcurrent with any other live loads. TOP CHORD Structural wood sheathing directly applied or 5) ' This truss has been designed for a live load of 20.Opsf 4-2-5 oc purlins, on the bottom chord in all areas where a rectangle BOT CHORD Rigid ceiling directly applied or 9-0-4 oc 3-06-00 tall by 2-00-00 wide will fit between the bottom bracing. chord and any other members. REACTIONS (size) 2=0-5-8, 10=0-5.8 6) Ceiling dead load (10.0 psf) on member(s), 4-5, 7-8, Max Horiz 2=350 (LC 11) 5-17,7-17 Max Uplift 2=-443 (LC 12), 10=-443 (LC 13) 7) Bottom chord live load (30.0 psf) and additional bottom Max Graft 2=1231 (LC 20), 10=1231 (LC 21) chord dead load (5.0 psf) applied only to room, 13-15 8) All bearings are assumed to be SP No.2 crushing FORCES (Ib) - Maximum Compression/Maximum capacity of 565 psi. Tension 9) Provide mechanical connection (by others) of truss to TOP CHORD 1-2=0/35,2-4=-1839/560, 4-5=-1144/434, bearing plate capable of withstanding 443 Ib uplift at 5-6=-198/543, 6-7=-198/543, 7-8=-1144/434, joint 2 and 443 Ib uplift at joint 10. 8-10=-1841/562, 10-11=0/35 10) Attic room checked for 1-/360 deflection. BOT CHORD 2-16=-563/1715,15-16=-558/1708, LOAD CASE(S) Standard LFA 13-15=-200/1272, 12-13=-323/1447, ,1� �vLiLiS rff 10-12=-328/1455 WEBS 8-13=-1291643, 4-15=-1301644, N � �f N�'�'.• ■i■ ��� :.'G 5-17=-1826/725, 7-17=-1826/725, ► ■ 6-17=-35/191, 3-16=-128/212, 3.4869 •� 9-12=-131/215, 3-15=-573/470, * �• 9-13=-575/473 •� NOTES 1) Unbalanced roof live loads have been considered for A this design. .0 • 2) Wind: ASCE 7-16; Vu]t=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; ►■ •� fi Q �= ��� • Q l 0.•\`titi Cat, II; Exp D; Enclosed; MWFRS (envelope) exterior S .� 1 �\ •, SOI 1111 ��,` 1- 1 -11 -Oto to 2 3 8, Exterior(2R) io (2R) 12-3-8to 15-318, Interior (1) 15-3-8 to 25-8-0 zone;C-C for members and forces & Ju Ilium L" 11F No. a4R69 1 MWFRS for reactions shown; Lumber DOL=1,60 plate I11Tek [Ilr. II}3.►. �11Tr11.1'S,1 fir, C'eri 6d34 grip DOL=1.60 1410 Sifln;1 ev It idge ltd: chc.lefRr io. :Sio 63017 Hale:. September 6,2023 i A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 112/2023 BEFORE USE. Design valid for use only with Mi7ek® eenneotors- This dasrgn is based only upon pararmlcra Shown, and i6:fur anti Individual building eanponanl, not a truss sysiam, Before use, the building designer m"t wtIN the applicability of design paramatais andMpralhl.lncorporafa this dssAn info Ino ovomil MiTeko building ch*gn. Bracing indicated (s to prevent buckfIn : of individual truss web and/or Chord marnbamonly. AOdlhnnei temyarary arM pe enciit tvacing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the 16023 Swingley Ridge Rd, fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www tpinsl,org) Chesterfield, MO 83017 and SCSI Building Component Safety Information available from the Structural Building Component Association (www,sbcscomponenls.com) 314.434.1200 / MiTek-US,com Job Truss 3537784 T06 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, IT 0, rn ry u? ro o 4x4 o Truss Type Qty Common Girder IPly 1 1 T31484401 — _Job Reference (optional) _ I Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:19:08 Page: 1 ID:VUkP9gwXMHfGaFC7Jmr3H6ypYFX-RfC7PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC7f Scale = 1:61.2 Loading (psf) Spacing 2 TCLL (roof) 20.0 Plate Grip DOL 1. TCDL 7.0 Lumber DOL 1. BCLL 0.0Rep Stress Incr N BCDL 10.0 Code F LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-2-1 oc bracing. REACTIONS (size) 2=0-5-8, 7=0-5-8 Max Horiz 2=344 (LC 5) Max Uplift 2=-523 (LC 8), 7=-730 (LC 9) Max Grav 2=975 (LC 1), 7=1472 (LC 16) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/35, 2-3=-1343/636, 3-5=-923/557, 5-6=-924/556, 6-7=-1394/664 BOT CHORD 2-11=-609/1159, 10-11=-609/1159, 8-10=-427/1084, 7-8=-427/1084 WEBS 5-10=-369/632, 6-10=-598/504, 6-8=-9/303, 3-10=-528/466, 3-11=0/267 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=251t; Cat. 11; Exp D; Enclosed; MWFRS (envelope) exterior zone; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6-4-3 6-4-3 5 '11 5• 5 15 6-4-3- 6-4-3 44 = 5 12 A 8F 4 .3x8 6 -} 3 - FWa = _J- 11 10 9 2A it 3x8= 4x6= -- 12-3-8- _ 78-2-13 5-11-5 5-11-5 0-0 CSI DEFL in 25 TC 0.67 Vert(LL) 0.06 25 BC 0,50 Vert(CT) -0.08 0 WB 0.59 Horz(CT) 0.03 BC2020/TPI2014 Matrlx-S 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 730 Ib uplift at joint 7 and 523 Ib uplift at joint 2, 8) Use Simpson Strong -Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 23-11-4 from the left end to connect truss(es) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (Ib/ft) Vert: 1-5=-54, 5-7=-54, 2-7=-20 Concentrated Loads (lb) Vert: 12=-556 (F) 24r7-0 Pr -4-3 24-7.0 6-4-3. 12 4x4 . HTU26 I (loc) I/defl L/d PLATES GRIP 7-8 >999 240 MT20 244/190 7-8 >999 180 7 n/a n/a Weight: 147 Ib FT = 20% ..,�>>1111F►i►►►11 No 34869 *' 4-Un%LreFF. N\ . Wi69• ►tiTek Inc bE1A 7IiT,,k ku }7. Cirri dela r 6623. Swinpley Ridge Ad. Ch-1—flOd. 110 6a 0 17 Hate: September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 1/2/2023 BEFORE USE. Design valid for use only with MiTek® connectors- This design is based only upon parameters shown, and is for an individual building component, not MiTek" a truss system. Before use, the building designer must verify the applicability ofdesign 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 Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 16023 Swingley Ridge Rd fabrication, storage, dellvery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria and DSB-22 available from Truss Plate Institute (www tpinsl org) Chesterfield, MO 63017 and BCSI Building Component Safety Information available from the Structural Building Component Association (www-sbcscomponenls,com) 314 434 1200 / MiTek-US com Job Truss Truss Type Rty Ply 3537784 T07 Common 1 T31484402 — — _ _-1_ Job Reference (opllonal). Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8.63 S Jul 28 2023 Print: 8 630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:19:09 Page: 1 I D: NZceEPOt_s46FOml2l8uFkypYMg-RfC9PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC7f I1-" 6-4-3 1.0-6 6-4-3 N 12-3-8 Spacing G) CSI 46 a N T 5 TCLL (roof) W m Plate Grip DOL 3x6 0 8112 4f9 2 9-11 >999 240 a I 7.0 oz 1.25 4x4= -� 12-3-8 Spacing 511-5 CSI 46 a (loc) I/deft Ltd 5 TCLL (roof) i+I Plate Grip DOL 3x6 0 8112 4f9 2x4„ 9-11 >999 240 a TCDL �- 8-3-15 --8 3-15 --- —� Scale = 1:58.5 Plate Offsets (X, Y): [8:0-5-14,Edge] 18-2-13 23-10-8 5-11-5 5-7-11 zo 2x4 6 1(22 9 3x6= 3x4= 16-3-1 23-10-8 7-11-1— ----- 7-7-7 4x4 7 8 N A 71 0 3x8 a Loading (psf) Spacing 2-0-0 CSI DEF L in (loc) I/deft Ltd PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0AS 9-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0,25 9-11 >999 180 BCLL 0.0' Rep Stress Incr YES WB 0.70 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS _ Weight: 124 lb FT 20% LUMBER 5) . This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 SP No.2 on the bottom chord in all areas where a rectangle BOT CHORD 2x4 SP No.2 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 SP No 3 chord and any other members, with BCDL = 10.Opsf. SLIDER Right 2x6 SP No 2 -- 1-6-0 6) All bearings are assumed to be SP No.2 crushing BRACING capacity of 565 psi. TOP CHORD Structural wood sheathing directly applied or 7) Refer to girder(s) for truss to truss connections. 4-4-13 oc purlins, 8) Provide mechanical connection (by others) of truss to BOT CHORD Rigid ceiling directly applied or 7-1-12 oc bearing plate capable of withstanding 446 Ib uplift at bracing. joint 8 and 506 Ib uplift at joint 2. REACTIONS (size) 2=0-5-8 8= Mechanical LOAD CASE(S) Standard Max Horiz 2=343 (LC 9) Max Uplift 2=-506 (LC 12), 8=-446 (LC 13) Max Grav 2=1107 (LC 19), 8=1038 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-1431/632, 3-5=-1358/721, 5-6=-1262/681, 6-8=-1329/606 BOTCHORD 2-11=-626/1366,9-11=-239/839, 8-9=-399/1036 WEBS 5-9=-368/644, 6-9=-328/419, 5-11=-431/806, 3-11=-409/462 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Dpsf; h=25it Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) -1-1-0 to 1-11-0, Interior (1) 1-11-0 to 12-3-8, Exterior(2R) 12-3-8 to 15-3-8, Interior (1) 15-3-8 to 23-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `,,�!l11111111R/1/ ouus ••�',G I'll 34869 ••L �[! Jll ED, F.- PF. Nn- 34.%9 %II'Tek lue. 1)13,1 ]lit-ek I'S.1 Fl- [-erl6634 16023 Swingler Ridg; - Rd- Ch-Irrflelit, StO 53617 Pale; September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11II.7473 rev. 11212023 BEFORE USE. MiTek' Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not e truss EySiFm. Before use- Erie building de,slgner must verify the applicability of design paraMalers rind properly incarporale this design Into the overall building design Bracing Indicated is to prevent buckling of individual truss web andlor chord mombers only. Additlonal.temporary and permanent bracing Is always rnqulred for stability and to prevent collapse with pc6slble personal Injury and property damage. For general guidance regarding the 16023 Swingley Ridge Rd fabrication, sloraga, delivery, erection and bracing of Irus6esnnd truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (wwwAirinst.org) Chesterfield, MO 63017 and SCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 314 434 1200 1 MiTek-US com Job I Truss 3537784 IT08 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Truss Type Qly Ply Roof Special Girder 1 I 1 Job Reference (optional) Run: 8 63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:19:09 ID: KFFEgbEHwSGyXrTteSnOftypYDr-RfC7PsB70Hg3NSgPgnL8w3uITXbGKWrCDoi7J4zJC7f -1-0-0{ 2-10-8 12-7-0 -- 7-T0.8 12-7-0 _ 17-3-8.- 23-2-13 1-0-0 2-10-8 &0_0 4-8-8 4-8.8 5-11-5 3-0-4 7-8-12 17-3-8 1 3-04 488 —— 9612 — Scale = 1:61 Plate Offsets (X, Y): [2:0-2-0,0-1-8], [3:0-8-4,0-2-4], [9:0-3-4,0-1-10] Loading (psf) Spacing 2-0-0 46 = 20.0 Plate Grip DOL 1.25 TCDL 6 1 Lumber DOL 1.25 BCLL 0.0' 8x8 0 NO BCDL 10.0 Code FBC Mdo Jd 00 rO NAILED N of 7x10= 7x8= 812 3 16 4 f; C? M IIF r: 17 15 18 19 14 13 12 3x6c 2x4 7x10= 4x6= HTU26 NAILED NAILED 3x8= 3-0-4 7-8-12 17-3-8 1 3-04 488 —— 9612 — Scale = 1:61 Plate Offsets (X, Y): [2:0-2-0,0-1-8], [3:0-8-4,0-2-4], [9:0-3-4,0-1-10] Loading (psf) Spacing 2-0-0 TCLL (roof) 20.0 Plate Grip DOL 1.25 TCDL 70 Lumber DOL 1.25 BCLL 0.0' Rep Stress Incr NO BCDL 10.0 Code FBC LUMBER TOP CHORD 2x4 SP No.2 `Except" 6-4:2x4 SP No.1 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except` 14-5:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-6-9 oc bracing. WEBS 1 Row at midpt 5-14 REACTIONS (size) 2=0-5-8, 9=0-5-8 Max Horiz 2=354 (LC 7) Max Uplift 2=-1015 (LC 8), 9=-659 (LC 9) Max Grav 2=1570 (LC 1), 9=1238 (LC 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 6-8=-1415/843, 8-9=-1793/874, 9-10=0/35, 4-5=-5217/3111, 5-6=-1396/813, 3-4=-4082/2357, 1-2=0/35, 2-3=-2598/1597 BOT CHORD 2-15=-1437/2223,14-15=-1460/2267, 12-14=-105611879, 11-12=-613/1407, 9-11=-613/1407 WEBS 8-11=0/210, 8-12=-485/463, 6-12=-724/1204, 5-12=-1097/874,4-14=-3080/1950, 3-14=-1051/2104, 3-15=-292/569, 5-14=-2213/3588 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior zone; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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. CSI DEF L TC 0.96 Vert(LL) 0. BC 0,95 Vert(CT) -0. WB 0.97 Horz(CT) 0. 2020(TPI2014 Matrix -S 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1015 Ib uplift at joint 2 and 659 Ib uplift at joint 9. 9) Use Simpson Strong -Tie HTU26 (20-10d Girder, 11-10dxl 1/2 Truss, Single Ply Girder) or equivalent at 5-7-12 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 3-1 Old (0.148"x3") or 3-12d (0.148"x3.25') toe -nails per NDS guidlines- 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (Ib/ft) Vert: 6-10=-54, 4-6=-54, 3-4=-54, 1-3=-54, 2-9=-20 Concentrated Loads (Ib) Vert: 17=-36 (F), 18=-6 (F), 19=-469 (F) T31484403 Page: 1 — 29-7-0 3�� 6-4-3 1-0-0 23-2-13 29-7-0 5-11-5� 6-4-3 in (loc) I/deft Ltd PLATES 43 12-14 >811 240 MT20 57 12-14 >613 180 05 9 n/a n/a - 9 4x4a GRIP 244/190 .Weight: 183 Ib FT = 20% ■ No 34869 p =u .40114111111 0 JOINT L" IT ISM. 34869 , _ 311pnL Inr.716,1 �117ek 1ti,1 Fl: Cert 6634, 3 023 Sw lnAhry Ridge Rd; V Im%itl•lterd,,11663017 Date: September 6,2023 Q WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. MiTek* Design valid for use only with MITekili mmnuelor9. This design is based only upon paremelarsahawn, and la.tor on ndrvideai huading component, not a Truss syslam. Before use, the building designer must Verily the applicability of design paramnlorc and property Inmrpafn la Ih6 deslgn rola the overall bullding design. Braoing Indicated Is to prevent buckling of Individual truss web andlor Shard members enfy. Addlllonar lemporery and parmanaat bracing is always required far s(abildy and to prevent miepse wilh possible personal injury and property damage. Forganeml guidance regarding the 16023 Swingley Ridge Rd fahricativn, storage, delivery. erac0an and bracing of lrusses and truss sysloms, see ANSI1TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org)— — — Chesterfield, MO 63017 Brill SCSI Building component Safety fnlarmatfen available from The Structural Building Component Association (www.sbcscomponentscom) 314,434.1200 / MiTek-US,com Job Truss Truss Type TOP CHORD 2x4 SP No.2 City Ply verifying applied roof live load shown covers rain loading BOT CHORD 2x4 SP No -2 3537784 T09 Roof Special 4) 1 1 1 BRACING 731484404 This truss has been designed for a 10.0 psf bottom TOP CHORD Structural wood sheathing directly applied or N AL 1,_ _ 3-4-3 oc purlins. Job Reference (optional) • This truss has been designed for a live load of 20.Opsf Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, l)BA N11'1'rk.Il!5A 1'E. Cirri 8634 Run: 8,63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:19:10 Page: 1 3-06-00 tall by 2-00-00 wide will fit between the bottom REACTIONS (size) 2=0-5-8, 9=0-5-8 I D:2_RIdSzYYCyl LDdcjm NhdlypYCu-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f Max Horiz 2=354 (LC 11) 7) All bearings are assumed to be SP No.2 crushing -1-0-0 4-10-8 -- - - 9-10-8 - 13-8 0 17-3-8 --I - 23.2-13 29-7-0 30-70 bearing plate capable of withstanding 656 Ib uplift at 10-0 ¢10_8 5.0.0 3--9-8 3-7-8 5-11.5___6-4-3 -11.5 - 6 4 3 -- 1-0-0 4-5=-2893/1522.5-6=-1312/744. 4x6 n BOT CHORD 2-15=-796/1500,14-15=-795/1508. 6 9-11=-514/1374 3x8 0 11 34� 3-15=0/185, 6-12=-623/1187, 8-12=-578/464, 97 16.7 NOTES 5 this design - ..{ 3x6,. m 4x8= 44= 9 zone and C -C Exterior(2E) -1-1-0 to 1-11-0, Interior (1) N 1-11-0 to 4-10-8, Exterior(2R) 4-10-8 to 7-10-8, Interior 3 18 4 Interior (1) 20-3-8 to 30-8-0 zone;C-C for members and Ch 8112 "P. , J DOL=1.60 plate grip DOL=1.60 r1 T9 9 10 15 14 20 21 13 12 11 ` 3x4 °2x4 n 5x8= 3x6= 2X4 ii 3x4= 3x8 = 1 5-0-4 _ _{ 9.8-12 _ 17-3-8 -- - 23-2-13__ 29-7-0 5-0-4 4-8-8 7-6-12 5-11-5 6-4-3 = Scale 1:81 Plate Offsets (X, Y): [2:0-2-0,0-1-8],[3:0-5-12,0-2-0],[9:0-0-11,0-0-4] - - Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.23 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.40 12-14 >863 180 BCLL 0.0' Rep Stress Incr YES WB 0,86 Horz(CT) 0.07 9 n/a n/a BCDL 10.0 Code FBC2020rrPI2014 Matrix -S Weight: 165 lb FT=20% LUMBER 3) Building Designer / Project engineer responsible for TOP CHORD 2x4 SP No.2 verifying applied roof live load shown covers rain loading BOT CHORD 2x4 SP No -2 requirements specific to the use of this truss component. WEBS 2x4 SP No.3 4) Provide adequate drainage to prevent water ponding. BRACING 5) This truss has been designed for a 10.0 psf bottom TOP CHORD Structural wood sheathing directly applied or N AL 1,_ chord live load nonconcurrent with any other live loads. 3-4-3 oc purlins. 6) • This truss has been designed for a live load of 20.Opsf BOT CHORD Rigid ceiling directly applied or 6-6-8 oc l)BA N11'1'rk.Il!5A 1'E. Cirri 8634 on the bottom chord in all areas where a rectangle bracing. 3-06-00 tall by 2-00-00 wide will fit between the bottom REACTIONS (size) 2=0-5-8, 9=0-5-8 chord and any other members, with BCDL = 10.Opsf, Max Horiz 2=354 (LC 11) 7) All bearings are assumed to be SP No.2 crushing Max Uplift 2=-656 (LC 12), 9=-589 (LC 13) 8) capacity of 565 psi. Provide mechanical connection (by others) of truss to Max Grav 2=1227 (LC 2), 9=1299 (LC 20) bearing plate capable of withstanding 656 Ib uplift at FORCES (lb) - Maximum Compression/Maximum joint 2 and 589 Ib uplift at joint 9. Tension TOP CHORD 6-8=-1324/719, 8-9=-1781/779, 9-10=0/32, LOAD CASE(S) Standard 4-5=-2893/1522.5-6=-1312/744. 3-4=-2302/1146, 1-2=0/32, 2-3=-1777/868 BOT CHORD 2-15=-796/1500,14-15=-795/1508. 12-14=-674/1553, 11-12=-514/1374, 9-11=-514/1374 WEBS 4-14=-1750/1051,3-14=-460/1105, 3-15=0/185, 6-12=-623/1187, 8-12=-578/464, 8-11=0/247, 5-12=-829/632, 5-14=-921/1663 NOTES 1) Unbalanced roof live loads have been considered for this design - 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101 mph; TCDL=4-2psf; BCDL=3.Opsf; h=25ft; Cat 11; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) -1-1-0 to 1-11-0, Interior (1) 1-11-0 to 4-10-8, Exterior(2R) 4-10-8 to 7-10-8, Interior (1) 7-10-8 to 17-3-8, Exterior(2R) 17-3-8 to 20-3-8, Interior (1) 20-3-8 to 30-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5 QEF �.,r�, ,``�•�'�uL1U ••��G •NSF•• :. .`•` No 34869 r fiC 0 R `ID N AL 1,_ I5/0 oO 311 He, Crr PB NO. 14 H69-, N11T0ihrr- l)BA N11'1'rk.Il!5A 1'E. Cirri 8634 16013 swinglew Ridge kd: Chealrrrield. Hr I 04J 17 Date: September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 1/2/2023 BEFORE USE, MiTek' Design valld inruse only with MiTek0 canieclors, Tht;. tle5lgn m is based only upon paraelern shnwn. and Is for an Individual bulsiing componenl, not a buss system. Before 11su, the bullding designer must wrlfy the applicability of design paramefprs and properly incorporale Ihls.deslgn inlo file overall buWlpg design Bramfng Indicated is to prevent iouckling of Individual truss web and/or chord members only AddillpnaI temporary end pormanarlt bracing is always repuited far stsblldy and td prove 111 collapse with possible personal Injury and properly damage. For general guidance regarding the 16023 Swingley Ridge Rd rabdcatlon, alarage, dellwry, eredian and bracing of Irussas And Iruss systems, see ANSIfTPl1 Quality Crkasia and DSB-22 avallabtn from Truss Plate Institute (www Ipinst org) Chesterfield, MO 63017 and Bcsl Building Component Safety Information eva0eble from the Structural Building Component Associalion (www.sbcscomponenls com) 314.434.1200 / MiTek-US.com Job Truss Truss Type 3537784 T10 Roof Special Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Qty Fiply Jtiki Rl3ference.(cpfion�l} Run: 8 63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc- Tue Sep 05 11:19:10 I D:gcl l aRuDfYXVTuR DAjkW mypYBi-RFC?PsB70Hg3NSgPgnL8w3ulTXbGK WrCDoi7J4zjC?f 6-10-8 11-10-8 17-3-8 6-10-8 - - - - 5-0-0 -- -- 5-5-0 7x6 4x6= 317 CSI 4 l in - i I/defl L/d PLATES GRIP TCLL (roof) 14 I Plate Grip DOL 13 2x4 n 0.78 3x4 = 1s T31484405 Page: 1 23-2-13 _ — 29-7-0 0 5-11-5 6-4-3 1_� 3x6 156 3x6 �\ . 7 10 2x4 n 8 9 3x4= 3x8 = - 7-0-4 11-8-12 _ 17-3-8 _ 23-2-13 _ _29-7-0 Scale = 1:81 7-0-4 4-8-8 5-6-12 5-11-5 6-4-3 Plate Offsets (X, Y): [2:0-2-0,0-1-8], [3:0-2-4,0-5-4] - - — L Al OFF ng (psi) Spacing 2-0-0 CSI verifying applied roof live load shown covers rain loading DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 I Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.12 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0,55 Vert(CT) -0.18 11-13 >999 180 BCLL 0.0' Rep Stress Incr YES WB 0,89 Horz(CT) 0.06 8 n/a n/a BCDL _10.0 Code FBC2020/TPI2014 MatrIx"-S 2-3=-1592/817 BOT CHORD 2-14=-712/1221, 13-14=-712/1226, I Weight: 160 Ib FT=20% LUMBER 3) Building Designer / Project engineer responsible for TOP CHORD 2x4 SP No.2 verifying applied roof live load shown covers rain loading BOT CHORD 2x4 SP No.2 requirements specific to the use of this truss component. WEBS 2x4 SP No.3 4) Provide adequate drainage to prevent water ponding. BRACING 5) The Fabrication Tolerance at joint 3 = 12% TOP CHORD Structural wood sheathing directly applied or 6) This truss has been designed for a 10,0 psf bottom 2-2-0 oc purlins. chord live load nonconcurrent with any other live loads. BOT CHORD Rigid ceiling directly applied or 6-4-7 oc 7) " This truss has been designed for a live load of 20.Opsf bracing, on the bottom chord in all areas where a rectangle REACTIONS (size) 2=0-5-8, 8=0-5-8 3-06-00 tall by 2-00-00 wide will fit between the bottom Max Horiz 2=354 (LC 11) chord and any other members. Max Uplift 2=-656 (LC 12), 8=-589 (LC 13) 8) All bearings are assumed to be SP No.2 crushing Max Grav 2=1148 (LC 1), 8=1148 (LC 1) 9) capacity of 565 psi. Provide mechanical connection (by others) of truss to FORCES (Ib) - Maximum Compression/Maximum bearing plate capable of withstanding 656 Ib uplift at Tension joint 2 and 589 Ib uplift at joint 8. TOP CHORD 5-7=-1224/721, 7-8=-1630/783, 8-9=0/32, LOAD CASE(S) Standard 4-5=-1202/718, 3-4=-1618/944, 1-2=0/32, 2-3=-1592/817 BOT CHORD 2-14=-712/1221, 13-14=-712/1226, 11-13=-865/1628,10-11=-511/1267, 8-10=-511/1267 WEBS 4-13=-296/233, 3-13=-286/543, 3-14=0/267, 5-11=-534/996, 4-11=-918/683, 7-11=-513/460, 7-10=0/262 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) -1-1-0 to 1-11-0, Interior (1) 1-11-0 to 6-10-8, Exterior(2R) 6-10-8 to 9-10-8, Interior (1) 9-10-8 to 17-3-8, Exterior(2R) 17-3-8 to 20-3-8, Interior (1) 20-3-8 to 30-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 {{{{{111111t1f Eow 00 t'f�fi No 34869 t ,Tu I{IH F.er PE'ti Ir. 34afi9 !4TfTek rnr- Illi 1 A111'clt i,,-'tiA F`F_ S'crt 6634 1RRZ3 Swlnplel• HIdRc NJ: ['heelernrlll, tiEr1 53817 Dater September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 112/2023 BEFORE USE, Design Vend far use only with MITek® o¢nneclors, Tints da5lpn Is based only upon paramalora shcivm, antl Is rel ah Individual 4ullding [ampananl, not M:iTek* a !ruse syatam Before use, the building deslgn¢r mus! chord m¢m vnrlfy the applicability of design paramelors.antl properly incorporate this design into the Overall I txdlding design Bracing indicated is to prevent Ladling of Individual Truss web and/or chord only. Adddlonnl temporary and p¢rmanmd bracing is alw¢ys ragrrlred for st¢hlllly and 1¢ prevent ¢Wlepse vdlh passible perwnal Injury end ppmp0ny damage. Fur general guidance regarding the 16023 Swingley Ridge Rd fabrica[lon- storage , delivery. r. re[Ikn and bradng OF Irussea.and truss syalems,-s0e AtYSIrrPl1 Quality Crller{a and DSB-22 avollphle from Truss Plate Institute (www.IpinsLorg) Chesterfield, MO 03017 and 8C8l9ullding Component Safety Inf¢rmaWO avalla0le from the 5lnidurnl Building Component Association (www sbrscomponenls,com) — 314.434,1200/MiTek-US.com Job Truss Truss Type Qty Ply 3537784 T11 Roof Special 1 1 731484406 — - - — — Job Reference (optional) Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8,63 S Jul 28 2023 Print: &630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:19:11 Page: 1 I D: PaP142GfM4R6hfJAUkonTJypYBO-RFC?PsB70Hg3NSgPgnL8w3ulTXbGK WrCDoi7J4zJC?f `¢ 4-3-3_ _ 8-1-8 _ _ 13-1-8 17-3-8 4-3-33-10-5 23-2-13 _ 2g-7-0— —1 1-0= 5-0-0 4-2-0 5-11-5 6-4-3 1-0-0 1-0-0 4x6 u �. f16 U) 4x6= . N 4x8= 17 3x6. 812 4 16 5 7. .[ 2x4 ii 2 N 1b dt r 01 � ^ 3 of rn n 2 Vl 14 13 19 12 20 11 " 3x4 °3x4 3x4= 4x8= 3x6= 3x4= ]_ 8-3-4 _1_12'11.11,121 �� 29-7-0 8-3-4 4-8-8 8-2-1 - I. -- 8-5-3- Stele 157 ,5 = . Plate Offsets (X, Y): [2:0-2-0,0-1-8], [4:0-5-12,0-2-0], [9:0-2-0,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (lot) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.22 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0,86 Vert(CT) -0.37 11-13 >951 180 BCLL 0.0• Rep Stress Incr YES WB 0.75 Horz(CT) 0,06 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -S Weight: 165 Ib FT = 20% LUMBER 3) Building Designer / Project engineer responsible for TOP CHORD 2x4 SP No.2 verifying applied roof live load shown covers rain loading BOT CHORD 2x4 SP No.2 requirements specific to the use of this truss component. WEBS 2x4 SP No.3 4) Provide adequate drainage to prevent water ponding. BRACING 5) This truss has been designed for a 10.0 psf bottom TOP CHORD Structural wood sheathing directly applied or chord live load nonconcurrent with any other live loads. 3-11-0 oc purlins, 6) • This truss has been designed for a live load of 20.Opsf BOT CHORD Rigid ceiling directly applied or 6-5-0 oc on the bottom chord in all areas where a rectangle bracing, 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 1 Row at midpt 6-13 chord and any other members, with BCDL = 10,Opsf. REACTIONS (size) 2=0-5-8, 9=0-5-8 7) All bearings are assumed to be SP No.2 crushing Max Horiz 2=354 (LC 11) capacity of 565 psi Max Uplift 2=-656 (LC 12), 9=-589 (LC 13) 8) Provide mechanical connection (by others) of truss to Max Grav 2=1234 (LC 2), 9=1319 9 (LC 20) bearing plate capable of withstanding 656 Ib uplift at joint 2 and 569 Ib uplift at joint 9. FORCES (lb) - Maximum Compression/Maximum LOAD CASE(S) Standard Tension TOP CHORD 1-2=0/32, 2-3=-1715/905, 3-4=-1580/824, 4-5=-1588/846,5-6=-1992/1155, 6-8=-1680/864, 8-9=-1770/793, 9-10=0/32 +++►++'"'rrrr� p" BOT CHORD 13-11=-518/1382 )UNS Wf 11113=8347/102, titi{3-14=-621/1355,�`•,, E N'9 ri WEBS 3-14=-239/278, 4-14=-119/368, `■■ 'yi 4-13=-241/536, 5-13=-1265/877, 6-13=-832/1300, 6-11=-399/768, 8-11= -365/454 348!69 $ g g 6 g ; *":' NOTES * • 1) Unbalanced roof live loads have been considered for 1Z this design. 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) :p • �� Vasd=101 mph; TCDL=4,2psf; BCDL=3.Opsf; h=25ft; Cat. ll; •,�` p. •� I ■ ❑ Exp D; Enclosed; MWFRS (envelope) exterior Q [� *■■ zone and C -C Exterior(2E) -1-1-Oto -11-0, Interior (1) S� NA Interior(l) ioror) ) 8-1-8 t81to G��,1 1111 8 to 171386EEMrior(2 20-3-8,, III (1) 20-3-8 to 30-8-0 zone;C-C for members and forces & durlu.r 1-ue VE- P'e. 3069 MWFRS for reactions shown; Lumber DOL=1.60 plate ;LitTek 1nr. 011,1 d1i'1'ekF7. ('vrl 6534 grip DOL=1.60 16623 5winglep Ridgm, Rd. Chi. t. neld,.W) 6JOk7 September 6,2023 A WARNING -verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 112/2023 BEFORE USE. Design valid for use only with MITek�connactoM_ Tfils design is based only upon parameters shown, and Is Wan individual bulkling eornpertunl, not -iTe M a lruas syslem Before use, the building desrgnar must verify the applicability of design paramettrm nmf properly Incorporate this design info tha overall ke hurlding daslgn. BradN indicated Is fo pmvenl buckling of individual truss web and/or mord members only Addlllopal tomporaiii and permmieril bracing Is sways required our Stablllly and In prevent colutpsa Willi passible personal Inlury andprops ny damage For general guidance ragardrng the fabricalron, slerege, dokvary, erocllon and bracing el IraSaeS and truss aysioms, sae ASI/TPI1 Quality Criteria and DSB-22 avatlable from Truss Plate 16023 Swingley Ridge Rd Institute (www.pinsl,org) and SCSI Building compnnant safely Information available from Ilia Structural Building Component Association (www sbcscomponenls,com) Chesterfield, MO 63017 314 434.1200 / MiTek-US com Job Truss Truss Type 3537784T12 Roof Special Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, C6 o ..1-0-0 I (loc) 1-0-0 5-8-3 4-10-5 N _ � (psf) ' Spacing 2-0-0 CSI C6 o in (loc) 812 L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 2x4e. TC 0.51 Vert(LL) -0.16 14-15 >999 16 n 7.0 Lumber DOL 3 BC 0.72 Vert(CT) -0.27 14-15 >999 180 co n r; 0.0` Rep Stress Incr YES WB 0.89 Horz(CT) ITT vS 2 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -S Max Uplift 2=-649 (LC 12), 9=-578 (LC 13) verifying applied roof live load shown covers rain loading 15 19 requirements specific to the use of this truss component. 3x4 . 4) Provide adequate drainage to prevent water ponding. FORCES (lb) - Maximum Compression/Maximum 5) 3x4= Qty i Ply 1 i _ Job Reference (optional) Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:19:11 I D: ykUVjmHLauOBmakJPN IUsOypY9v-R fC9PsB7OHg3NSgPgnLBw3ulTXbGK WrCDoi7J4zJC7f { 15-1-8 16-4` 18-3-0 2341-9 29-7-0 _ 5-0-0 1.:2$. 1-11-0 5-5-9 5-10-7 5x6 = 4x6= 4x6 5x6= 6 7 4 17 5J + 3x6. fl B �i 20 14 13 12 11 3x10= 3x8= 2X4 3x6 = I 7-6-14 } 14-11-12 18-1-4 23-8-9 29-7-0 7-6-147-4-14 3-1-8 5-7-5 5-10-7 Scale = 1:81 3 Plate Offsets (X, Y): [2:0 -2 -0,0 -1 -8],[4:0 -3-12,0-2-0],[6:0-3-8,0-1-12],[7:0-3-12,0-2-0],[9:0-2-0,0-1-8] T31484407 Page: 1 Loading (psf) ' Spacing 2-0-0 CSI I DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.16 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.27 14-15 >999 180 BCLL 0.0` Rep Stress Incr YES WB 0.89 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -S Max Uplift 2=-649 (LC 12), 9=-578 (LC 13) verifying applied roof live load shown covers rain loading I Wellibi: 185 lb FT=20% LUMBER 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) TOP CHORD 2x4 SP No.2 Vasd=101 mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; BOT CHORD 2x4 SP No.2 Cat. 11; Exp D; Enclosed; MWFRS (envelope) exterior WEBS 2x4 SP No.3 zone and C -C Exterior(2E) -1-1-0 to 1-11-0, Interior (1) BRACING 1-11-0 to 10-1-8, Exterior(2R) 10-1-8 to 13-1-8, Interior TOP CHORD Structural woad sheathing directly applied or (1) 13-1-8 to 16-4-0, Exterior(2E) 16-4-0 to 18-3-0, 4-1-8 oc purlins. Exterior(2R) 18-3-0 to 21-3-0, Interior (1) 21-3-0 to BOT CHORD Rigid ceiling directly applied or 6-7-7 oc 30-8-0 zone;C-C for members and forces & MWFRS for bracing. reactions shown; Lumber DOL=1.60 plate grip REACTIONS (size) 2=0-5-8, 9=0-5-8 DOL=1.60 Max Horiz 2=-331 (LC 10) 3) Building Designer / Project engineer responsible for Max Uplift 2=-649 (LC 12), 9=-578 (LC 13) verifying applied roof live load shown covers rain loading Max Grav 2=1237 (LC 2), 9=1264 (LC 20) requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. FORCES (lb) - Maximum Compression/Maximum 5) This truss has been designed for a 10.0 psf bottom Tension chord live load nonconcurrent with any other live loads. TOP CHORD 1-2=0/32, 2-3=-1748/871, 3-4=-1636/896, 6) `This truss has been designed for a live load of 20.Opsf 4-5=-1275/745, 5-6=-1568/947, on the bottom chord in all areas where a rectangle 6-7=-1074/690, 7-8=-1355/736, 3-06-00 tall by 2-00-00 wide will fit between the bottom 8-9=-1767/795, 9-10=0/32 chord and any other members, with BCDL = 10.Opsf, BOT CHORD 2-15=-789/1522,14-15=-497/1150, 7) All bearings are assumed to be SP No.2 crushing 12-14=-38111119,11-12=-526/1396, capacity of 565 psi. 9-11=-526/1396 8) Provide mechanical connection (by others) of truss to WEBS 5-14=-983/679, 4-14=-195/304, bearing plate capable of withstanding 649 Ib uplift at 7-12=-275/552, 6-12=-282/195, joint 2 and 578 Ib uplift at joint 9. 8-12=-552/421, 8-11=0/256, 6-14=-669/1013, LOAD CASE(S) Standard 4-15=-266/599, 3-15=-287/352 NOTES 1) Unbalanced roof live loads have been considered for this design. •1%!{11111111,, •.•� V -10S LE .•`,• ,•�GENs•E rf�•. No '34869 ZZ �.;A,� o R ����S►ON1Ay S,%%% 14111 Julius'r_ee FE. No. 306-) ►ft.'f ek Inc. bRA 311Tck I Ik0 F1. t'rri 66314 16023 SwinRlcy 1t IJye Fid. Cher terfirld, %1660111' DcAQ: September 6,2023 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. Design valid for use only wdh MiTelt® oonneelom Thrs dasign is based only upon pafornelers shown. and is Foran individual hulldlrlp componeet, net MiTek" B Iross system. Before um, the building deNVermusi verity the applicability of design parameters arid; pfopedy Incorporate Ihls design Into the overall building design. Bradrlg endicated Is.lo proven) buokling of individual truss web andfor Chord mambem only. AddOidnel temporary and pormenent bimIng Is ataays regwmd for stability and In prevent collapse with possible personal In}ury and propaq damage Far generaldance regarding Iha 16023 Swingley Ridge Rd fobrlceliorl, storage, delrvary, erection aid Crating oflrusses gnd truss systems, sae ANSWP 1 Qualily Crcagui ria and 0.99.22 aYsiable from Truss Plate Institute (wwwtpinst.org) Cheslerfeld, MO 63017 and BCSI Building Camponsmi Safely Intarraalton available from the Slraclural Building Component Association (www sbcscomponents com) 314.434.1200 / MiTek-US.com Job Truss 3537784 T13 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Scale = 1:25 2 Plate Offsets (X, Y): [1:0-1-7,Edge] Truss Type Qty Ply Monopitch Girder 1 1 1 1 .fob Reference (optional) _ Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:19:12 ID:UsZrlohYNxpkKaPWLL7BBbypYH7-RfC7PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC7f Loading (psf) Spacing 2-0-0 TCLL (roof) 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0' Rep Stress Incr NO BCDL 10.0 1 Code FBC LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1= Mechanical, 3= Mechanical Max Horiz 1=111 (LC 8) Max Uplift 1=-274 (LC 8), 3=-306 (LC 8) Max Grav 1=654 (LC 15), 3=579 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-72/44, 2-3=-91/109 BOT CHORD 1-3=0/0 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101 mph; TCDL=4.2psf; BCDL=3.Opsf; h=,.,,,Cat. 11; Exp D; Enclosed; MWFRS (envelope) exterior zone; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 274 Ib uplift at joint 1 and 306 Ib uplift at joint 3. 2-10-8 2x4 if 12 8 F_ 2 3 4 3x4 = 2x4 II HTU26 ,-tn-A CSI DEFL in TC 0.14 Vert(LL) 0.01 BC 0.66 Vert(CT) -0.02 WB 0.00 Horz(CT) n/a 2020/TP12014 Matrix -P 8) Use Simpson Strong -Tie HTU26 (20-10d Girder, 11-10dxl 1/2 Truss, Single Ply Girder) or equivalent at 1-3-4 from the left end to connect truss(es) to front face of bottom chard. 9) Fill all nail holes where hanger is in contact with lumber. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (Ib/ft) Vert: 1-2=-54, 1-3=-20 Concentrated Loads (lb) Vert: 4=-862 (F) M N (loc) I/deft L/d PLATES 1-3 >999 240 MT20 1-3 >999 180 - n/a n/a T31484408 GRIP 244/190 Weight: 14 Ib FT = 20% Page: 1 \►,�♦ti11111111j, ♦♦♦♦ �vL1US QEF .ff� No 34869 7k Al L / • V 1 Ir..►] �O N, Ai �� ♦♦♦ duliva l.crpEti n: 34RG9. N11Tek fns. f1NA:,MFrek.1 rsAi File -ail -16.14 16873 Swingiry Rldp Rd. (7hasterrleLd, 310 6301.7 Qat@: - -- . - September 6,2023 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 112/2023 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon paramelers shown, and is for an individual building component, not MiTek" a truss system. Before use, the building dsaignar must verify the applicability ofdesign pammelars aral properly Incorporate [his design into the overall building design. Bracing indicated is to prevenl buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for slabllily and to prevent cu0apse with possible persona] Injury and property damage For general guidance regarding the 16023 Swingley Ridge Rd, Iabticnli0a. sl4roge, delivery, emcllon and eaacing of Inoses and truss sysieme; see ANSITTPII Quality Criterls and DSB-22 available from Truss Plate Institute (www.pinsl.org) Chesterfield, MO 63017 end BCSI Building Component salaly Inrormii1ion available from the sWctural Building Component Association (www.sbcscomponenls,com) 314,434.12001 MiTek-US.com Job FT1u3 s 3537784 A Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, Truss Type — Qty I Ply — Half Hip Girder T 1 —L � Job RefBrettCe.(optionail Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:19:12 ID:1ZhSW86ZbBg?UiRCF77pwUypYFH-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No -3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size) 2=0-5-8, 5= Mechanical Max Horiz 2=109 (LC 8) Max Uplift 2=-129 (LC 8), 5=-68 (LC 5) Max Grav 2=193 (LC 15), 5=87 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32,2-3=-110/55, 3-4=-1/0, 4-5=-29/29 BOT CHORD 2-6=-43/57, 5-6=-38/60 WEBS 3-6=0/63, 3-5=-90/57 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat, ll; Exp D; Enclosed; MWFRS (envelope) exterior zone; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 Ib uplift at joint 5 and 129 Ib uplift at joint 2, 9) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"0.25) toe -nails per NDS guidlines. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (Ib/ft) Vert: 1-3=-54, 3-4=-54, 2-5=-20 Concentrated Loads (Ib) Vert: 3=39 (B) lldefl Lld PLATES �"g 240 MT20 X999 180 rlfa nfa T31404409. GRIP 244/190 Weight: 15 Ib FT = 20% Page: 1 tt,1111111111 34869 i 0� SLI P : 4% lot i Itill I" Julius' I .tr P}: itin. 141d r,n '%UV9 Inc. VIIIA L1ITrk I `SA Fl: C*rl 6634, 16033 Sniagloy Itl(Ige Rd, C'hexlcrflAd, SIO 63017 ]late: September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/212023 BEFORE USE. DaiTek' slgn valid far use only with MiTekdD ennnnctom. This design is based only upon puramolers shown, and le for an ndlvidual building oodipunent, not a 1111MSYS10M. Before llse, the building deslgnnf must v0dry the appltoobility of design parainateri and properly Incorporate this design Into the overall bullding design Bracing indicated Is to prevent buckling of Individual truss web andior chOirl members only. Addlllonal temporary and parrllenant bracing is BIWA" requlfed IPV SIabAAy and Io prevent WMapso with possible personal injury andproperty damage. Forgenen it guidance regarding the 16023 Swingley Ridge Rd, fabdcalnan, storage, delivery, erection and bmctng of trusses and truss systems, sea A9SEr'rPill Quality Criteria and DSB-22 available from Truss Plate Institute (www,tpinst org) Cheslefeld, MO 63017 and BCS! eutldinu Component se my lhrormellod evallable from the Slruelnnrai Building Component Association (www sbescomponents com) 314.434 1200 / MiTek-US.com -1-0-01- 1-8-0 2-10-8 -1.8-0 — 1-0_0 1-2-8 _ NAILED 2x4 u 812 4x8= 3 4 rn n 2 tri r _ 6 - 2x4.1= 2x4 n 3x4 = NAILED — 0 1-9-12 1-0-12 Scale = 1:33.7 Plate Offsets (X, Y): [3:0-5-12,0-2-0] Loading (psf) Spacing 2-0-0 CSI I DEFL in (loc) TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.00 6 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 2-6 BCLL 0.0' Rep Stress Incr NO WB 0.02 Horz(CT) 0.00 5 BCDL 10.0 Code FBC2020ITPI2014 Matrix -P I LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No -3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size) 2=0-5-8, 5= Mechanical Max Horiz 2=109 (LC 8) Max Uplift 2=-129 (LC 8), 5=-68 (LC 5) Max Grav 2=193 (LC 15), 5=87 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32,2-3=-110/55, 3-4=-1/0, 4-5=-29/29 BOT CHORD 2-6=-43/57, 5-6=-38/60 WEBS 3-6=0/63, 3-5=-90/57 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat, ll; Exp D; Enclosed; MWFRS (envelope) exterior zone; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 Ib uplift at joint 5 and 129 Ib uplift at joint 2, 9) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"0.25) toe -nails per NDS guidlines. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (Ib/ft) Vert: 1-3=-54, 3-4=-54, 2-5=-20 Concentrated Loads (Ib) Vert: 3=39 (B) lldefl Lld PLATES �"g 240 MT20 X999 180 rlfa nfa T31404409. GRIP 244/190 Weight: 15 Ib FT = 20% Page: 1 tt,1111111111 34869 i 0� SLI P : 4% lot i Itill I" Julius' I .tr P}: itin. 141d r,n '%UV9 Inc. VIIIA L1ITrk I `SA Fl: C*rl 6634, 16033 Sniagloy Itl(Ige Rd, C'hexlcrflAd, SIO 63017 ]late: September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/212023 BEFORE USE. DaiTek' slgn valid far use only with MiTekdD ennnnctom. This design is based only upon puramolers shown, and le for an ndlvidual building oodipunent, not a 1111MSYS10M. Before llse, the building deslgnnf must v0dry the appltoobility of design parainateri and properly Incorporate this design Into the overall bullding design Bracing indicated Is to prevent buckling of Individual truss web andior chOirl members only. Addlllonal temporary and parrllenant bracing is BIWA" requlfed IPV SIabAAy and Io prevent WMapso with possible personal injury andproperty damage. Forgenen it guidance regarding the 16023 Swingley Ridge Rd, fabdcalnan, storage, delivery, erection and bmctng of trusses and truss systems, sea A9SEr'rPill Quality Criteria and DSB-22 available from Truss Plate Institute (www,tpinst org) Cheslefeld, MO 63017 and BCS! eutldinu Component se my lhrormellod evallable from the Slruelnnrai Building Component Association (www sbescomponents com) 314.434 1200 / MiTek-US.com Job Truss Truss Type Qty Ply 3537784 1714 Half Hip Girder -- 1 1 — 1 _ .fob Reference D Bona 731484410 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc, Tue Sep 05 11:19:13 Page: 1 , ID:dxuoCZsWjjBWcziFUaO8CgeypY7s-RfC7PsB70Hg3NSgPgnL8w3ulTXbGIWVrCDoi7J4zJC7f 1-0-0 L _ 7-0-0 14-0.8 1-0-01 7-0-0 - - - 70-8 - NAILED NAILED 4x8= 3 10 - f'�- $12 M O aD N N oL 9 17 3x8 3x8 u HTU26 NAILED 21-1-00 7-0-8 NAILED NAILED NAILED NAILED NAILED 2x4 n 5x6 = 12 4 13 14 15 165 I O U7 -11- ]-- ] 10. L — 1i! 18 8 19 7 20 4x6= 7x8= NAILED NAILED NAILED F` Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. Il; Exp D; Enclosed; MWFRS (envelope) exterior zone; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. -ILL IL'' .,�!� 6 21 22 F 1 23 NAILED MT20HS 3x12 n NAILED NAILED 21-11-0 7--0-8 (foe) 74-12 14-0-8 L/d PLATES GRIP 7A1 12 6.10-12 Scale =1:a7.a 240 MT20 244/190 7-9 Plate Offsets (X, _ Y): [2:0-2-0,0-1-8], [3:0-5-12,0-2-0], [7:0-1-12,0-4-8] MT20HS 187/143 6 n/a n/a Loading (pan Spacing 2-0-0 CSI DEFL In TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.18 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.17 BCLL 0,0` Rep Stress Incr NO WB 0,87 Horz(CT) -0.03 BCDL 10.0 Code FBC2020frPI2014 Matdx-S LUMBER 7) All bearings are assumed to be SP No.2 crushing TOP CHORD 2x4 SP No,2 capacity of 565 psi. BOT CHORD 2x6 SP No.2 8) Provide mechanical connection (by others) of truss to WEBS 2x4 SP No.3 bearing plate capable of withstanding 1566 Ib uplift at BRACING joint 6 and 1141 Ib uplift at joint 2. TOP CHORD Structural wood sheathing directly applied, 9) Use Simpson Strong -Tie HTU26 (20-10d Girder, except end verticals. 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent at BOT CHORD Rigid ceiling directly applied or 5-7-15 oc 7-1-12 from the left end to connect truss(es) to back bracing. face of bottom chord. WEBS 1 Row at midpt 5-7 10) Fill all nail holes where hanger is in contact with lumber. REACTIONS (size) 2=0-5-8, 6=0-5-0 11) "NAILED" indicates 3-1 Od (0,148"x3") or 3-12d Max Horiz 2=329 (LC 21) (0.148"x3,25") toe -nails per NDS guidlines. Max Uplift 2=-1141 (LC B), 6=-1566 (LC 5) 12) In the LOAD CASE(S) section, loads applied to the face Max Grav 2=1581 (LC 15), 6=1962 (LC 18) of the truss are noted as front (F) or back (B). FORCES (Ib) - Maximum Compression/Maximum LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Tension Plate Increase=1.25 TOP CHORD 1-2=0/35, 2-3=-2362/1733, 3-4=-2028/1630, Uniform Loads (Ib/ft) 4-5=-2028/1630, 5-6=-1549/1318 Vert: 1-3=-54, 3-5=-54, 2-6=-20 BOT CHORD 2-9=-1532/1907, 7-9=-1552/1937, 6-7=-36/40 Concentrated Loads (lb) WEBS 3-9=-632/933, 4-7=-497/607, 3-7=-295/415, Vert: 9=-511 (B), 10=-16 (B), 11=-16 (B), 12=-16 (B), 5-7=-1924/2400 13=-16 (B), 14=-16 (B), 15=-16 (B), 16=-33 (B), NOTES 17=-162 (B), 18=-162 (B), 19=-162 (B), 20=-162 (B), 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) 21=-162 (B), 22=-162 (B), 23=-168 (B) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. Il; Exp D; Enclosed; MWFRS (envelope) exterior zone; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. -ILL IL'' .,�!� 6 21 22 F 1 23 NAILED MT20HS 3x12 n NAILED NAILED 21-11-0 7--0-8 (foe) I/deft L/d PLATES GRIP 7-9 >999 240 MT20 244/190 7-9 >999 180 MT20HS 187/143 6 n/a n/a Weight: 127 Ib FT = 20% ����<�tit�i�►r+►►► US IlAFF►►��� 341169: :w: a� • . Q" �► f f •R N }uiiux 1-rc E'I•: Vin. }4xti7 Mi•I ek Inc. [IRA NHTek VISA F1- Orl 6634 16033 SwinpIiy Xlilge Rd. Chlcrflcld, \1D 6.7017 11nte: September 6,2023 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 112/2023 BEFORE USE. Design valid for use only with MiTek4D ronnectom This design is based only upon rsrametore5hlrivn, end Is for an individual building companerd, not MiTeV a Musa system. Before use, the building deslgraf must vbnkfy the applicability of design fiarometer3 and properly Incorporate this design Into like overall hu Idling design Bracing indicated Is to pmvani buckling of Irkdiviffuak truss web and/or chord members only Additional temporary and permanent bracing Is always required lorstablllty and to pre"M caltapse wilh pnssible pelsokkal rrquly and plope rty damage. Forgenefat guidance regarding the 16023 Swingley Ridge Rd. tabrlcalton, 51o.90e, delivery, erection and bracing ql rrussus and truss systems, sae ANSVTPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (wwwApinst org) Chesterfield, MO 63017 and Best Building Component Safety Information avallable from the Stmchiml Building Component Association (www sbcscomponents.com)— — 314,434.12001 MiTek-US.com Job Truss Truss Type Qty Ply 3537784 T15 Half Hip 1 731484411 - - _Ja17Re1ereflce(optional_ Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, _ Run: 8,63 S Jul 28 2023 Print; 8.630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:19:13 Page: 1 ID: hj_hKN UaAJPb21 UFQXYd6vypY5m-RfC7PsB70Hg3NSgPgnL8w3ulTXbGKwrCDoi7J4zJC7f 1-0-0 4-4-7 1 0'0l 4-4-7 8 4 0 14-B-6 - - 3.11.9 —i - - 21-1-0 6-4-8 6-4-8 4x8 = 3x4 = 2x4 a : 4 12 5 13 6 12 8F �x4a 3 � r N m i1 i 7 — 10 9 8 3x4 ° 3x4 = 3x6 � 6x8= 3x4 = 8-5-12 14-8-8 — — - - 21-1-0 8-5-12 6-2-12 6-4.8 - Scale = 1:45.3 Plate Offsets (X, Y): [2:0-2-0,0-1-8], [4:0-5-12,0-2-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0,45 Vert(LL) -0.13 2-10 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.27 2-10 >935 180 BCLL 0.0' Rep Stress Incr YES WB 0.32 Horz(CT) 0.03 7 n/a nta BCDL — 10,0 Code FBC2020/TPt2014 Matrlx-S Weight: 122 to FT- 20% LUMBER 5) • This truss has been designed for a live load of 20 Opsf TOP CHORD 2x4 SP No.2 on the bottom chord in all areas where a rectangle BOT CHORD 2x4 SP No.2 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 SP No.3 chord and any other members. BRACING 6) All bearings are assumed to be SP No.2 crushing TOP CHORD Structural woad sheathing directly applied or capacity of 565 psi. 5-5-10 oc purlins, except end verticals. 7) Provide mechanical connection (by others) of truss to BOT CHORD Rigid ceiling directly applied or 7-4-5 oc bearing plate capable of withstanding 478 Ib uplift at bracing. joint 7 and 405 Ib uplift at joint 2. WEBS 1 Row at midpt 4-8,5-7 LOAD CASE(S) Standard REACTIONS (size) 2=0-5-8, 7=0-5-0 Max Horiz 2=385 (LC 12) Max Uplift 2=405 (LC 12), 7=478 (LC 9) Max Grav 2=839 (LC 1), 7=764 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-1077/475, 3-4=-899/432, 4-5=-642/401, 5-6=-13/8, 6-7=-138/136 BOTC 2-10=-644/8 3-10=-267/312, 4-10=-130/352, 7-8=-401/642 WEBS 3-10=-267/312. 4-8=-211/145, 5-8=-57/310, 5-7=-847/530 y+,y�'�,VL,uS NOTES �s� •.'tib•jlf 5�•.• 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) 0. ,N Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; ► d 34$69 � • Cat. Il; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) -1-1-0 to 1-11-0, Interior (1) 1 -11 -Oto 8-4-0, Exterior(2R) 8 -4 -Oto 12-6-15, Interior ' (1) 12-6-15 to 20-11-4 zone;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1,60 plate i (L grip DOL=1.60 a •%� 2) Building Designer / Project engineer responsible for �j (rs • o j3 i o. �N verifying applied roof live load shown covers rain loading requrements specific �k4 �� �' ' • " •' �Erl ��� A component. ng��1111 3) Provide adequat idl dra nage to prevent water pond '0�►� 4) This truss has been designed for a 10.0 psf bottom 3041Tse PF. No.348d9 , chord live load nonconcurrent with any other live loads. N11Tvk frtr. I)RA M ITek.i!S,k rr_ ['err 034 16023 hgvLngley Rlrlgr Rd: cftrslrrneld, W! 63017 MIT; .... September 6,2023 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 112/2023 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not MiTek' a truss system. Before use, the building designer must verify the applicability of design paramalars and properly incorporate this design into the overall building design Bracing indicated is to "m buckling of individual truss web and/or chord mambers only. Additional temporary and permanent bracing Is @quays Mgnlre0 for sinblldy arM to pmvenl ca0ap5a wllh passible penwnal Injury and pmpndy damage. Forger" guidance n9aidlnp the 16023 Swingley Ridge Rd, fobf uillon,slorage, delivery, urecilen and braclflg of Irusses and Truss gyslams, moa AHSIrrPl1 Oualily CHfwla and DSB-22 avaltabla from Truss Plate Institute (www-IpinsLorg) Chesterfield, MO 63017 and SCSI Building Componeill Snrety Inrormatlon avaFable from the 81euelural BuIlding Component Association (www,sbcscomponen(s com) 314-434.1200 1 MiTek-US-com Job Truss Truss Type Qty Ply 3537784 T16 Hip 1 3, T31484412 .fab Reference+,opllonal) Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 26 2023 MiTek Industries, Inc. Tue Sep 05 11:19:14 Page: 1 I D:3mvHfLNMzkbEJ WZHCMMIZlypY4d-RFC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 1"0"Q 5-4-7 — 10-4-0 14_8-8_ S1 5-4-7 4-11-9 4-5-8 19-3y0.21-1-0 4-5-8 1-10 00 5x6 = 2x4 it 5x6 = 4 5 6 12 i # _1 - — Fi { 2x4 n 8F_ 7 zxa T 13 v N r1 3 j rZ. 12 o 2 r` 8 11 14 10 9 15 16 3x4 = 5x6 = 3x4 = 3x6 = 3x8 = -- - 7-5-6 14-9=$ -- - -- — 21-1-0 � 7-5-6 14-2 6-3-8 Scale = 1:51.3 Plate Offsets (X, Y): [4:0-3-12,0-2-0], [6:0-3-12,0-2-0] Loading (psf) Spacing 2-0-0 CSIDEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0,41 Vert(LL) -0.08 9-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.15 2-11 >999 180 BCLL 0.0• Rep Stress Incr YES WB 0.73 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -S — Weight: 137 Ib FT = 20% LUMBER 5) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 SP No.2 chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 SP No.2 6) • This truss has been designed for a live load of 20.Opsf WEBS 2x4 SP No.3 on the bottom chord in all areas where a rectangle BRACING 3-06-00 tall by 2-00-00 wide will fit between the bottom TOP CHORD Structural wood sheathing directly applied or chord and any other members, with BCDL = 10.Opsf. 5-2-3 oc purlins, except end verticals. 7) All bearings are assumed to be SP No.2 crushing BOT CHORD Rigid ceiling directly applied or 6-10-0 oc capacity of 565 psi, bracing. 8) Provide mechanical connection (by others) of truss to WEBS 1 Row at midpt 4-9 bearing plate capable of withstanding 470 Ib uplift at REACTIONS (size) 2=0-5-8, 8=0-5-0 joint 2 and 411 Ib uplift at joint 8. Max Horiz 2=428 (LC 12) LOAD CASE(S) Standard Max Uplift 2=470 (LC 12), 8=-411 (LC 12) Max Grav 2=932 (LC 19), 8=870 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-1170/559, 3-4=-1066/605, 4-5=-572/350, 5-6=-572/350, 6-7=-44/34, 111i1l�! 7-6=-67/47 BOT CHORD 2-11=-739/1004, 9-11=-429/634, 8-9=-98/185 `.••'��l.1Us CE�'��f . WEBS 5-9=-276/282, 4-9=-231/221, 4-11=-303/620, *t ■r Ci 3-11=-311/374, 6-9=-395/719, 6-8=-748/417 •.4� S� ••� ��■ NOTES -�►� 1) Unbalanced roof live loads have been considered for34869. this design. # ;• ; 11T + 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=2 It, Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) -1-1-Oto 1-11-0, Interior (1)0 (� 1 -11 -Oto 10-4-0, Exterior(2R) 10-4-0 to 14-9-8, Interior (1) 14-9-8 to 19-3-0, Exterior(2E) 19-3-0 to 20-11-4 ■ +{�� ■■■ Q j� 0.•' �% ■I� •' • zone;C-C for members and forces & MWFRS for • • tiL reactions Lumber DOL=1.60 plate grip E��N Ay E �% DOL On6shown; 3) Building Designer / Project engineer responsible for aallu. i-ee Pry I•n, J411a0 verifying applied roof live load shown covers rain loading mvrek inc. imA .ma.k.Y s,>, FI. C -c,, (.6.1 requirements specific to the use of this truss component 161133 Swfaflcy Ridge Rd. Che.mcrfi.ld, 111) (000 r 4) Provide adequate drainage to prevent water ponding. Dolt:: September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. Design valid for use only with MiTek® connectors -This design is based only upon parameters shown, and Is for an individual building component, not MiTek' a truss system. Before use, the building designer must verify the applicability ofdeslgn 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 is always required for stability and to prevent collapse with possible personal injury and property damage. Forgonnrai guidance regarding the 16023 Swingley Ridge Rd fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.lpinst.org) Chesterfield, MO 63017 and BCSI Building Component Safety Information available from the Structural Building Component Association (www sbcscomponents.com) 314.434,1200 / MITek-US-com I — - Job I Truss Truss Type 3537784 T17 Monopitch Girder Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Qty Ply — _ 1 Job Reference (opfional _ Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:19:14 ID:8lKe?DruygOIMYglOgdz8RypY7t-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?r Max Uplift 1=-297 (LC 8), 4=-450 (LC 8) Max Grav 1=631 (LC 1), 4=541 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-217/27, 2-3=-80/36, 3-4=-80/94 BOT CHORD 1-4=-238/195 WEBS 2-4=-244/296 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. 11; Exp D; Enclosed; MWFRS (envelope) exterior zone; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component, 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) Bearings are assumed to be: Joint 1 SP No.2 crushing capacity of 565 psi, Joint 4 SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections - 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 297 Ib uplift at joint 1 and 450 Ib uplift at joint 4. N 0 6 (loc) I/dell 3-9-9 99 7-0-0- 1-4 >574 240 MT20 3-9-9 3-2-7 >405 1801 4 n/a 2x4 it 3 12: a- �1 0 2 1 4-1- + 4 - k ; rill- IU 5 6 7 3x4 = 4x4 = NAILED NAILED NAILED - - - 7-0-0 Scale = 1:39.9 Loading (psf) Spacing 2-0-0 L in TCLL (roof) 20.0 Plate Grip DOL 1.25 0.20[VeErF ert(LL)0.14 TCDL 7.0 Lumber DOL 1.25 FCS'rix 0.91Vt(CT)-0.20 BCLL 0.0' Rep Stress Incr NO 0.09HOrt(CT) 0.00 BCDL 10.0 Code FBC2020ITPI2014 -P LUMBER 8) "NAILED" indicates 3-10d (0.148'x3") or 3-12d TOP CHORD 2x4 SP No.2 (0.148'0.25') toe -nails per NDS guidlines. BOT CHORD 2x6 SP No.2 9) In the LOAD CASE(S) section, loads applied to the face WEBS 2x4 SP No.3 of the truss are noted as front (F) or back (B). BRACING LOAD CASE(S) Standard TOP CHORD Structural wood sheathing directly applied or 1) Dead + Roof Live (balanced): Lumber Increase=1.25, 6-0-0 oc purlins, except end verticals. Plate Increase=1,25 BOT CHORD Rigid ceiling directly applied or 7-11-2 oc Uniform Loads (Ib/ft) bracing. Vert: 1-3=-54,1-4=-20 REACTIONS (size) 1=0-5-8, 4= Mechanical Concentrated Loads (Ib) Max Horiz 1=282 (LC 8) Vert: 5=-226 (F), 6=-224 (F), 7=-221 (F) Max Uplift 1=-297 (LC 8), 4=-450 (LC 8) Max Grav 1=631 (LC 1), 4=541 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-217/27, 2-3=-80/36, 3-4=-80/94 BOT CHORD 1-4=-238/195 WEBS 2-4=-244/296 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. 11; Exp D; Enclosed; MWFRS (envelope) exterior zone; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component, 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) Bearings are assumed to be: Joint 1 SP No.2 crushing capacity of 565 psi, Joint 4 SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections - 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 297 Ib uplift at joint 1 and 450 Ib uplift at joint 4. N 0 6 (loc) I/dell L/d PLATES 1-4 >574 240 MT20 1-4 >405 1801 4 n/a n/a T31484413 Page: 1 GRIP 244/190 Weight: 41 Ib FT = 20% ��ti11[[11JJ�� r' .,LENS '• 34809 . SCI ► dT. Vr Al - OR 11111 Jullu% Lec 1' h= M, '34869 Hl'rek Inc. []W ti[Sl'rk I'SA TL (:eel 66x4 S6023 SivInAlty Rlrlge Oil. ChnSerhrld, A10630]7 DRte: .._ _.. September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 1/212023 BEFORE USE. .m Design valid for use only with MiTek® connectors,. This design is based only upon parameters shown, and is for an individual building component, not M •i Te k a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of Individual truss web and/or chord members only, Additional temporary and permanent bracing Is always rr-rluired for slabdlly and to prnvent collapse wah po5stble personal Inprry and property damage. Forgenevil guidance regarding the 16023 Swingley Ridge Rd. tabwalien, storage, dBllwry, erection and Mating 01 bassos and truss systems, sec ANSIrrPI1 Quality CritedRarid DSB-22 available from Truss Plate Institute (www,lptnsl.org) Chesterfield, MO 63017 and SCSI Building Component Safety lrrfermaflon avAllRhfe from the Structural Building Component Association (www-sbcscomponents.com) 314,434,1200 /MiTek-US.com J01b PTT russ 3537784 18 Truss Type _ Half Hip Girder Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Qty Ply 1, 1 Job Reference (optional) _ Run: 8.63 S Jul 28 2023 Print: 8,630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:19:15 I D:9RhwlrQ30TU K9OPvW7P4JfypYOg-RfC7PSB7OHg3NSgPgnL8w3ulTXbGK WrCDoi7J4ZJC7f LUMBER TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No.3 OTHERS 2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-5-3 oc bracing. REACTIONS (size) 2=0-3-8, 8=0-5-0 Max Horiz 2=333 (LC 21) Max Uplift 2=-555 (LC 5), 8=-1276 (LC 8) Max Grav 2=631 (LC 1), 8=984 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-805/750, 3-4=-637/717, 4-5=-92/118, 5-6=-1106/827 BOT CHORD 2-7=-842/658, 6-7=-660/504 WEBS 3-7=-227/318, 4-7=-850/673, 4-6=-724/949, 5-8=-988/1281 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior zone; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) Bearings are assumed to be: Joint 2 SP No,2 crushing capacity of 565 psi, Joint 8 SP No -2 crushing capacity of 565 psi. 7) Bearing at joint(s) 8 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 capable of withstanding 555 Ib uplift at joint 2 and 1276 Ib uplift at joint 8. 9) "NAILED" indicates 3-1Od (0.148'x3") or 3-12d (0.148'x3.25') toe -nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 255 Ib down and 246 Ib up at 7-6-4 on top chord, and 468 Ib down and 656 Ib up at 7-6-4 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 (Ib/ft) Vert: 1-4=-54, 4-5=-54, 2-6=-20 Concentrated Loads (lb) Vert: 5=46 (B), 7=-379 (B), 4=-96 (B), 6=-118 (B), 9=-30 (B), 10=-117 (B) PLATES MT20 T31484414 GRIP 244/190 Weight: 77 Ib FT = 20% Page: 1 ►►►►)ffIIfill," t.' ►� I )Uus [E•fr��i op N 34869 *r: :.o.; IIII .III Sulirry f.cr PE NO. '34R69 , ;<11Tek 1rre. h1Sh h11'1'rk lti;l lr[_ Care 0lm 160:3 SrrinFloy`Rldge 6d: Cke�lrrlfold„ L[tl f53B17 September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 11212023 BEFORE USE. MiTek" Design valid for use only with MiTek® connectors. This design is based only upon parametefs shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design psrdmelers 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 la ahv Vq Lroqulred forslabllity and to pravadl catlapso with possible personal in]ury.and property damage. Fargeneral guidance regamIng the 16023 Swingley Ridge Rd fabNcallofl, storage. 4allvary, emcilan and araeing of Iruime6 and truss systems, sea ANSIrrPI1 Quality Grifeela and DSB-22 avalfa41e from Truss Plate Institute (www.lpinst org) Chesterfield, MO 63017 and BCSI Building Comporiml Safety Information avanable from ibe Stmclumt Building Component Association (www.sbcscomponents com) 314434.1200/MiTek-UScom -0-5-12 _ 7-6-4----- 11-5-4 -� 0-5-12 4-1-0 3-5-4 3-11-0 NAILED Special NAILED 4x6= 5x6= 4 9 5 T812 r _ I4 3 r ob ao j� rfjLO r I o x. o al { I o 7 10 Mi o 3x4= 3x4= 3x4= Special NAILED 4x6= 4x6 - NAILED 7-8-0 10-11-12 11-5-4 � 4 Scale = 1:55 2 7-8-0 3-3-12 0-5-8 Plate Offsets (X, Y): [2:Edge,0-1-8], [4:0-5-12,0-2-0], [5:0-3-0,0-3-0] Loading (psf) I Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d TCLL (roof) 200 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.15 2-7 >891 240 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.18 2-7 >752 180 BCLL 0.0' Rep Stress Incr NO WB 0.49 Horz(CT) -0.01 8 n/a n/a BCDL 10.0 , Cade FBC2020/TPI2014 Matrix -,S LUMBER TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No.3 OTHERS 2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-5-3 oc bracing. REACTIONS (size) 2=0-3-8, 8=0-5-0 Max Horiz 2=333 (LC 21) Max Uplift 2=-555 (LC 5), 8=-1276 (LC 8) Max Grav 2=631 (LC 1), 8=984 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-805/750, 3-4=-637/717, 4-5=-92/118, 5-6=-1106/827 BOT CHORD 2-7=-842/658, 6-7=-660/504 WEBS 3-7=-227/318, 4-7=-850/673, 4-6=-724/949, 5-8=-988/1281 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior zone; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) Bearings are assumed to be: Joint 2 SP No,2 crushing capacity of 565 psi, Joint 8 SP No -2 crushing capacity of 565 psi. 7) Bearing at joint(s) 8 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 capable of withstanding 555 Ib uplift at joint 2 and 1276 Ib uplift at joint 8. 9) "NAILED" indicates 3-1Od (0.148'x3") or 3-12d (0.148'x3.25') toe -nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 255 Ib down and 246 Ib up at 7-6-4 on top chord, and 468 Ib down and 656 Ib up at 7-6-4 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 (Ib/ft) Vert: 1-4=-54, 4-5=-54, 2-6=-20 Concentrated Loads (lb) Vert: 5=46 (B), 7=-379 (B), 4=-96 (B), 6=-118 (B), 9=-30 (B), 10=-117 (B) PLATES MT20 T31484414 GRIP 244/190 Weight: 77 Ib FT = 20% Page: 1 ►►►►)ffIIfill," t.' ►� I )Uus [E•fr��i op N 34869 *r: :.o.; IIII .III Sulirry f.cr PE NO. '34R69 , ;<11Tek 1rre. h1Sh h11'1'rk lti;l lr[_ Care 0lm 160:3 SrrinFloy`Rldge 6d: Cke�lrrlfold„ L[tl f53B17 September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 11212023 BEFORE USE. MiTek" Design valid for use only with MiTek® connectors. This design is based only upon parametefs shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design psrdmelers 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 la ahv Vq Lroqulred forslabllity and to pravadl catlapso with possible personal in]ury.and property damage. Fargeneral guidance regamIng the 16023 Swingley Ridge Rd fabNcallofl, storage. 4allvary, emcilan and araeing of Iruime6 and truss systems, sea ANSIrrPI1 Quality Grifeela and DSB-22 avalfa41e from Truss Plate Institute (www.lpinst org) Chesterfield, MO 63017 and BCSI Building Comporiml Safety Information avanable from ibe Stmclumt Building Component Association (www.sbcscomponents com) 314434.1200/MiTek-UScom [Job Truss I Truss Type I 3537784 T19 Common Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Qty Ply 2 Job Reference o tional Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc, Tue Sep 05 11:19:15 I D:8lKe7DruygOIMYglOgdz8RypY7t-R fC7PsB70Hg3NSgPgnL8w3ulTXbGK WrCDoi7J4zJC7f _-1-0-0 3-6-8 1-0-0 3-6-8 46 = 12 3 i I $ l I N Of � 4 N A 2 o j _ 5 3x4 = 2x4 u 7-1-0 3-6-8 3x4 = T31484415 3-6-8 710 3-6-8 Scale = 1:27 6 Loading (psf) Spacing 2-0-0 CSI DEFL TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0,36 Vert(LL) TCDL 7.0 Lumber DOL 1 25 BC 0.14 Vert(CT) BCLL 00* Rep Stress Incr YES WB 0.06 Horz(CT) BCDL 10.0 Code FBC2020rTP12014 Matrix -P LUMBER 6) All bearings are assumed to be SP No.2 crushing TOP CHORD 2x4 SP No.2 capacity of 565 psi BOT CHORD 2x4 SP No 2 7) Refer to girder(s) for truss to truss connections. WEBS 2x4 SP No.3 8) Provide mechanical connection (by others) of truss to BRACING bearing plate capable of withstanding 126 Ib uplift at TOP CHORD Structural wood sheathing directly applied or joint 4 and 193 Ib uplift at joint 2 6-0-0 oc purlins. LOAD CASE(S) Standard BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=0-5-8, 4= Mechanical Max Horiz 2=113 (LC 9) Max Uplift 2=-193 (LC 12), 4=-126 (LC 13) Max Grav 2=329 (LC 1), 4=244 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-280/210, 3-4=-273/193 BOT CHORD 2-5=-48/190, 4-5=-48/190 WEBS 3-5=0/167 NOTES 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-16; WIWI30mph (3 -second gust) Vasd=101 mph; TCDL=4 2psf; BCDL=3.Opsf; h=25ft; Cat 11; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) -1-1-0 to 1-11-0, Interior (1) 1-11-0 to 3-6-8, Exterior(2R) 3-6-8 to 6-6-8, Interior (1) 6-6-8 to 7-0-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members 7-1-0 3-6-8 3x4 = T31484415 Weight: 29 Ib FT = 20% Page: 1 t1t11111IIIIIII ��t r •' G E•N S • rr No 34869 O :�1L1 . 4P •.� t.c.D�1DTie, ► S `'�►`��� N A� E�tttt� ]n llu. Lcr PF \n. i48hy MIT& Inc. l)HA ali I,k i 4,1 1'f- ['Pni 6634. 1023 SwinRlny RI_dge Rd. Ch-trrrirld, N10 63017 reale: September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITE REFERENCE PAGE MI 1-7473 rev. 112/2023 BEFORE USE- x Design valid for use only with MITek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building MiTedesign- Bracing Indicated is to prevent buckling of individual truss web and/or chord members only, Additional temporary and permanent bracing is. 1ways required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the 16023 Swingley Ridge Rd fabrication, alorage., delivery, erection and braeing of trusses and truss systems, see ANSI/TPII Quality Criteria and DSB-22 available from Truss Plate Institute (www-Ipinsl.org) Chesterfield, MO 83017 and SCSI Buadfng Component Safely Wormation available from the Structural Building Component Association (www.sbcscomponents,com) 314.434,12001 MiTek-US,com 710 3-6-8 —-- in (loc) I/deft L/d PLATES GRIP 0.00 4-5 >999 240 MT20 244/190 -0,01 4-5 >999 180 0-00 4 We We Weight: 29 Ib FT = 20% Page: 1 t1t11111IIIIIII ��t r •' G E•N S • rr No 34869 O :�1L1 . 4P •.� t.c.D�1DTie, ► S `'�►`��� N A� E�tttt� ]n llu. Lcr PF \n. i48hy MIT& Inc. l)HA ali I,k i 4,1 1'f- ['Pni 6634. 1023 SwinRlny RI_dge Rd. Ch-trrrirld, N10 63017 reale: September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITE REFERENCE PAGE MI 1-7473 rev. 112/2023 BEFORE USE- x Design valid for use only with MITek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building MiTedesign- Bracing Indicated is to prevent buckling of individual truss web and/or chord members only, Additional temporary and permanent bracing is. 1ways required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the 16023 Swingley Ridge Rd fabrication, alorage., delivery, erection and braeing of trusses and truss systems, see ANSI/TPII Quality Criteria and DSB-22 available from Truss Plate Institute (www-Ipinsl.org) Chesterfield, MO 83017 and SCSI Buadfng Component Safely Wormation available from the Structural Building Component Association (www.sbcscomponents,com) 314.434,12001 MiTek-US,com Job Truss Truss Type 0" ply 3537784 T19A Half Hip 1 1 731484416 Job Reference (vpllonaEj. Builders FirslSource (Jacksonville, FL), Jacksonville, FL- 32244, Run: 8 63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:19:16 Page: 1 ID:81Ke?DruygOIMYglOgdz8RypY7t-RfC?Ps B7OHg3NSgPgnL8w3uITXbGK WrCDoi7J4zJC?f 1-0-0 5-0-0 7-1-0 1-0-0 5-0-0 2-1-0 4x6• 2x4 n 3 4 i 12 L..�I I LAI 8 i co 6 2' ��- 5 2x4 3x4 = 7-1-0 _ Scale = 1:30 6 I Plate Offsets (X, Y): (3:0-3-12,0-2-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.12 2-5 >663 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25BC 0.59 Vert(CT) -0.24 2-5 >331 180 SCLL 0.0` Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -P Weight: 35 Ib FT = 20% LUMBER 7) Refer to girder(s) for truss to truss connections. TOP CHORD 2x4 SP No.2 8) Provide mechanical connection (by others) of truss to BOT CHORD 2x4 SP No.2 bearing plate capable of withstanding 162 Ib uplift at WEBS 2x4 SP No.3 joint 5 and 165 Ib uplift at joint 2. BRACING LOAD CASE(S) Standard TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=0-5-8, 5= Mechanical Max Horiz 2=247 (LC 12) Max Uplift 2=-165 (LC 12), 5=-162 (LC 12) Max Grav 2=326 (LC 1), 5=241 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-166/26, 3-4=-1/0, 4-5=-52/68 BOT CHORD 2-5=-133/90 WEBS 3-5=-182/269 1111111111111 NOTES 1) 7-16; t412psf;pBCDLe30pscond ,U Vasd=101m h; TCDLSCE fhst25ff; �`�;• Nt.. j ' �L{`�'•� �► Cat. 11; Exp D; Enclosed; MWFRS (envelope) exterior •'r�.� zone and C -C Exterior(2E) -1-1-0 to 1-11-0, Interior (1) 4% 1-11-0 to 5-0-0, Exterior(2E) 5-0-0 to 6-11-4 zone;C-C34869 for members and forces & MWFRS for reactions shown; �t :• ; 7t Lumber DOL=1 60 plate grip DOL=1 60 r- jE 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. do 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 bottom ►� +[��• P;.• �� fig 4fi 0 R 1 o •' psf �yr�'�►� her live 5) chord ol This '� ,*r►11 W- truss been designed for art vetload 20 Opsf 11111111till on on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom Jullnt l.rr PE Nu, }4869• chord and any other members. xnTel, 1qe. h1i,1 ,IA'rrr 11SA FL C'erl f(,;1 6) All bearings are assumed to be SP No.2 cushing 16073 Swlaplep Rider Rd. [14e+terneld, Lr1 G;u1^ capacity of 565 psi Date: September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev- 1/212023 BEFORE USE. Design valid for use only with MiTek® connectors, This design Is based only upon parameters shown, and is for an Individual building component, not MiTek' a buss system. Before use, the building deslgriv must verify the applicability of design paramalers and properly ilwporate [his design into the overall builtling design Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Addllldaal temporary and permanent bracing rs always required for s[ebaiy and to prevent ceaapsa wdh passible personal injury and property damage. For�enerlll guidance regarding the iabricatlon, deHvory, pSIrfP11 18023 Swingley Ridge Rd storage, erachon and brac.ng of lru&t 4and truss systems, Bea Ouallty Criteria 9n4 DSB-22 available from Truss Plate Institute and SCSI Sullding Componanl safety Information avallabfe from Ina Stnmlural Bulking Component Association (www sbmcomponents.com) (www-tpinsl org) Chesterfield, MO 63017 314,434,1200 / MiTek-US-com Jot) Truss 353778.4 T20 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, �T' Truss Type Qty Ply Common Supported Gable 1 1 .4;0 Reference optionaq_ Run: 8 63 S Jul 28 2023 Print: B 630 S Jul 28 2023 MiTek Industries, Inc, Tue Sep 05 11:19:16 ID:9WodO5FjNM2hKrczVHd04_ypY?c-RFC?PsB7OHg3NSgPgnL8w3ulTXbG KWrCDoi7J4zJC?f 1-0-0 3 6 8 - -- -- 7-1-0 —. 88-1-0 1-0-0 3-6-8 3-6-8 1-0-0 4x6 = 12 3 8F- 1 2 4 1 $ 6 ` 2x4 = 2x4 = 2x4 it LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=7-1-0, 4=7-1-0, 6=7-1-0 Max Horiz 2=122 (LC 11) Max Uplift 2=-155 (LC 12), 4=-172 (LC 13), 6=-61 (LC 12) Max Grav 2=205 (LC 1), 4=213 (LC 20), 6=231 (LC 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-107/116, 3-4=-88/121, 4-5=0/31 BOT CHORD 2-6=-35/102, 4-6=-35/102 WEBS 3-6=-164/135 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) -1-1-0 to 1-11-0, Interior (1) 1-11-0 to 3-6-8. Exterior(21R) 3-6-8 to 6-6-8, Interior (1) 6-6-8 to 8-2-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SP No -2 crushing capacity of 565 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 155 Ib uplift at joint 2, 172 Ib uplift at joint 4 and 61 Ib uplift at joint 6. LOAD CASE(S) Standard L/d PLATES 999 MT20 999 n/a T31484417 Page: 1 GRIP 244/190 Weight: 30 Ib FT = 20% . ItiIII1111111► ww - "GEN$ ++ No 34869 A i 0 i .rRl� ►►►1rr111ts+��� JifUul IlAtPE X0.1486') MIT'014 Inc. I)TIA 'Ili l'elr Y: 1,A l €_ [ erg 0634 16013 Swlugln Rwui R,I- rrtnt"nelr€, �In 6,1017 Dale: September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev 11212023 BEFORE USE. MiTek" Design vnild for use only with MiTek connecters- This design is based only upon pararradersshvwg, and Is for An IndlVirdal building eomponaill, not R Irpse eyslam. Before use, the building designer must verify the applicability of design paraenetem and p(opany Incorporate Inls.design Into the overall building der design. Bracing Indicated Is to prowril buckfing of individual truss web anchord mombars only Addlllonnl temporary and permanent bracing Is always mquirod fpr slvblllty and In prevent collapse with pps¢ible personal Injury and property damage. For general guidance regarding the 16023 Swingley Ridge Rd fabrlcaflon, Moraga; delivery, erection and bracing of Irusses end truss systema, sae ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www_tpinst,org) Chesterfield, MO 83017 and SCSI Building Component Safety Information ava0able from the Slruolural Building Component Association (www.sbcscomponents.com) 314-434.1200 / MiTek-US.com 3-6-8 7-1-0 3-6-8 3-6-8 Scale = 1:26.7 Loading (psf) Spacing 2-0-0 CSI DEFL in (10c) I/dell TCLL (roof) 20.0 Plate Grip DOL 1 25 TC 0-31 Vert(LL) n/a ri TCDL 7.0 Lumber DOL 1.25 BC 0,13 Vert(CT) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 4 n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -P LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=7-1-0, 4=7-1-0, 6=7-1-0 Max Horiz 2=122 (LC 11) Max Uplift 2=-155 (LC 12), 4=-172 (LC 13), 6=-61 (LC 12) Max Grav 2=205 (LC 1), 4=213 (LC 20), 6=231 (LC 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-107/116, 3-4=-88/121, 4-5=0/31 BOT CHORD 2-6=-35/102, 4-6=-35/102 WEBS 3-6=-164/135 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) -1-1-0 to 1-11-0, Interior (1) 1-11-0 to 3-6-8. Exterior(21R) 3-6-8 to 6-6-8, Interior (1) 6-6-8 to 8-2-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SP No -2 crushing capacity of 565 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 155 Ib uplift at joint 2, 172 Ib uplift at joint 4 and 61 Ib uplift at joint 6. LOAD CASE(S) Standard L/d PLATES 999 MT20 999 n/a T31484417 Page: 1 GRIP 244/190 Weight: 30 Ib FT = 20% . ItiIII1111111► ww - "GEN$ ++ No 34869 A i 0 i .rRl� ►►►1rr111ts+��� JifUul IlAtPE X0.1486') MIT'014 Inc. I)TIA 'Ili l'elr Y: 1,A l €_ [ erg 0634 16013 Swlugln Rwui R,I- rrtnt"nelr€, �In 6,1017 Dale: September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev 11212023 BEFORE USE. MiTek" Design vnild for use only with MiTek connecters- This design is based only upon pararradersshvwg, and Is for An IndlVirdal building eomponaill, not R Irpse eyslam. Before use, the building designer must verify the applicability of design paraenetem and p(opany Incorporate Inls.design Into the overall building der design. Bracing Indicated Is to prowril buckfing of individual truss web anchord mombars only Addlllonnl temporary and permanent bracing Is always mquirod fpr slvblllty and In prevent collapse with pps¢ible personal Injury and property damage. For general guidance regarding the 16023 Swingley Ridge Rd fabrlcaflon, Moraga; delivery, erection and bracing of Irusses end truss systema, sae ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www_tpinst,org) Chesterfield, MO 83017 and SCSI Building Component Safety Information ava0able from the Slruolural Building Component Association (www.sbcscomponents.com) 314-434.1200 / MiTek-US.com Job Truss Truss Type 3537784 T21 1 Common Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Qty ply 2 Job Referen _(optional)__ Run: 8 63 S Jul 28 2023 Print: 8,630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:19:17 ID:9nK3bvSNNbBGsSPE?LQ7GaypY?L-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDot7J4zJC?f 1-0-0 _ 3-6-8 1-0-0 3-6-8 2 8 1 r N_ rn � 4 NI M 2 3x4 = 3-6-8 --- -- 3-6-8 7-1-0 B-1-0 3-6-8 1-0-0 4x6 = 3 !r��] 4x4. 4 6-2-12 7-1-0 2-8-4 0-10-4] Scale = 1:31,7 Plate Offsets (X, Y): [5:0-0-15,0-3-0] �- 15 7 II I d CSI 2x4 a 6x8 = 20.0 Plate Grip DOL 1.25 TC 0.34 2x4 = 6-2-12 7-1-0 2-8-4 0-10-4] Scale = 1:31,7 Plate Offsets (X, Y): [5:0-0-15,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.02 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) 0.02 BCLL 0.0' 1 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 BCDL 10.0 Code FBC2020rrP12014 Matrlx-P LUMBER 5) " This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 SP No.2 on the bottom chord in all areas where a rectangle BOT CHORD 2x4 SP No -2 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 SP No.3 chord and any other members. SLIDER Right 2x6 SP No.2 -- 1-9-9 6) All bearings are assumed to be SP No.2 crushing BRACING capacity of 565 psi. TOP CHORD Structural wood sheathing directly applied or 7) Provide mechanical connection (by others) of truss to 6-0-0 oc purlins bearing plate capable of withstanding 189 Ib uplift at BOT CHORD Rigid ceiling directly applied or 10-0-0 oc joint 2 and 185 Ib uplift at joint 5. bracing. LOAD CASE(S) Standard REACTIONS (size) 2=0-5-8, 5=0-3-8 Max Horiz 2=122 (LC 11) Max Uplift 2=-189 (LC 12), 5=-185 (LC 13) Max Grav 2=320 (LC 1), 5=314 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-265/606, 3-5=-264/603, 5-6=0/32 BOT CHORD 2-7=-309/182, 5-7=-309/182 WEBS 3-7=-464/165 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=251t; Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E)-1-1-0to 1-11-0, Interior (1) 1-11-0 to 3-6-6, Exterior(2R) 3-6-8 to 6-6-8, Interior (1) 6-6-8 to 8-2-0 zone; cantilever right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, a (loc) I/defl L/d PLATES 5-7 >999 240 MT20 5-7 >999 180 5 n/a n/a T31484418 GRIP 244/190 Weight: 35 Ib FT = 20% Page:1 err{rr • (, E N 34869 PO ,lullrxy 1.rr Yli M1rl, 3411E9 ,1llTotl tzar. C1hr1 3111'ri11:5u1 F'I. S'erl 66,16 16023 Swingler Rfdge Rd. Vllcetcrdehl, il10 63017 Rntr: September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 1/2/2023 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not I � ' / T a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall !�(\ building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is aiways req utred for sfabigy and to prevent collapse with pbasible personal In" and property damage. For general guidance regarding the 16023 Swingley Ridge Rd fabdcallun, storage; dolwary, orectlon and Wacing.orlrusses and truss sysioms, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinsLorg) Chesterfield, MO 63017 and BC51 Bui lding Component Safely Wornselton available from lho Siru4baat Building Component Association (www sbcscomponenls,com) 314434.1200 / MiTek-US com Job Truss 3537784 T22 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, i N W N M I Scale = 1:29.5 Plate Offsets (X, Y): [4:0-0-7,0-0-2], [4:0-1-0,0-6-14] Truss Type qty Ply Common 2 1 _ Jeb Reference.(opllonal)t _ Run: 8 63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Ina Tue Sep 05 11:19:17 I D:hsl6yOfOcVC?nwdJxijlvyypY?5-RfC?PSB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f -1-0-0 3-6-8 7-7:o _ 8-1-0 1-0-0 3-6-8 3-6-8 1-0-0 4x6 = 12 3 8r 3x6 n 2 1 3x4 = 3-6-8 3-6-8 6 2x4 u Loading (psf) Spacing 2-0-0 CSI DEFL TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) TCDL 7.0 Lumber DOL 1 25 BC 0.89 Vert(CT) BCLL 0.0- Rep Stress Incr YES WB 0 08 HOrz(CT) BCDL 10.0 Code FBC2020/TP12014 Matrix -P I LUMBER 5) - This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 SP No.2 on the bottom chord in all areas where a rectangle BOT CHORD 2x4 SP No.2 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 SP No.3 chord and any other members. WEDGE Right: 2x4 SP No.3 6) All bearings are assumed to be SP No.2 crushing BRACING capacity of 565 psi TOP CHORD Structural wood sheathing directly applied or 7) Provide mechanical connection (by others) of truss to 6-0-0 oc purlins. bearing plate capable of withstanding 189 Ib uplift at BOT CHORD Rigid ceiling directly applied or 10-0-0 oc joint 2 and 185 Ib uplift at joint 4. bracing. LOAD CASE(S) Standard REACTIONS (size) 2=0-5-8, 4=0-3-8 Max Horiz 2=122 (LC 11) Max Uplift 2=-189 (LC 12), 4=-185 (LC 13) Max Grav 2=320 (LC 1), 4=314 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-264/604, 3-4=-262/598, 4-5=0/32 BOT CHORD 2-6=-308/182, 4-6=-308/182 WEBS 3-6=-462/165 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101 mph; TCDL=4.2psf; BCDL=3 Opsf; h=25ft; Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) -1-1-0 to 1-11-0, Interior (1) 1-11-0 to 3-6-8. Exterior(2R) 3-6-8 to 6-6-8, Interior (1) 6-6-8 to 8-2-0 zone; cantilever right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 4 1 5 13x4s1- � 6-9-4 1 3-2-12 03 2 0.02 0.02 0.00 In (loc) /deft L/d PLATES 4-6 >999 240 MT20 4-6 >999 180 4 n/a n/a Weight: 31 Ib T31484419 GRIP 244/190 FT = 20% Page: 1 *`�� �vL1U S LFF •f, E N, 34869 41 Z 0 N Tnliuq Lee PEN p. -3496 q �157ek rn�. 1]8,1 A11Tek i :�,1 t I. Citi ¢(J4 160235islaslc}•RIdge 161. [ hnlrrfield,X10631)1-1 Dam A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 11212023 BEFORE USE. Design valid for use only with MiTek® connectors, This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Addillonal temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication; slam p, delivery, erection and bracing of trusses and truss systems, see ANSIrTPl1 Quality Criteria and DSB-22 available from Truss Plate Institute (www,lpinsLorg) and SCSI Bt"14g Component Safety Information available from the Structural Bulkling Component Association (www sbcscomponents com) September 6,2023 MiTek�' 16023 Swingley Ridge Rd Chesterfield, MO 63017 314 434 1200 / MiTek-US.com Job Truss Truss Type Qty Pty I I/deFl 3537784 l T23 Roof Special Girder >999 t 1 _ >999 180 Job Re[eraitce (oplienel). Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, n/a Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:19:17 Weight: 55 Ib FT = 20% ID:tK505Cpd??INlgzmZtRGoBypXzb-RfC?Ps B70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 5 1-0-0 1-8-0 2-8-12 1-5-4 1-10-8 3-6-8 1-0-0 NAILED 4x6 0 NAILED 6 i�2 4 12 4x8 = 2x4 u 46 = co M 8 F ` N 3 12 4 5 3x8 u M. rn 6 � 2 I 7 B 11 13 g 3x4 = 2x4 11 10 3x4 y 3x4 3x8 = NAILED NAILED 1.9-724-4-12 — 7-10-4 10-11-4 11-3-0 1-9-12 2-7-0 3-5-8 1 3-1-0 0-3-}2 Scale = 1:37.2 Plate Offsets (X, Y): [3:0-5-12,0-2-0], [7:0-0-7,0-0-2], [7:0-0-4,Edge] Loading (psf) Spacing 2 TCLL (roof) 20.0 Plate Grip DOL 1 TCDL 7.0 Lumber DOL 1. BCLL 0.0' Rep Stress Incr N BCDL 10.0 Code F LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size) 2=0-5-8, 7=0-3-8, 10=0-5-8 Max Horiz 2=122 (LC 7) Max Uplift 2=-163 (LC 8), 7=-190 (LC 33), 10=-279 (LC 4) Max Grav 2=222 (LC 15), 7=296 (LC 23), 10=437 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-195/101, 3-4=-73/92, 4-5=-73/93, 5-6=-191/143, 6-7=-241/108, 7-8=0/32 BOT CHORD 2-11=-74/229, 10-11=-69/232, 9-10=-74/112, 7-9=-74/152 WEBS 3-11=0/76, 5-10=-263/178, 4-10=-153/153, 3-10=-190/127, 6-9=-92/116, 5-9=-28/68 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=42psf; BCDL=3-Opsf; h=2 u, Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior zone; cantilever right exposed ; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 0-0 1 CSI DEFL 25 TC 0.18 Vert(LL) 25 BC 0.27 Vert(CT) 0 WB 0.05 HOrc(CT) BC2020/TP12014 Matrix -S 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 163 Ib uplift at joint 2, 190 Ib uplift at joint 7 and 279 Ib uplift at joint 10. 9) "NAILED" indicates 3-1Od (0.148'x3") or 2-12d (0.148'x3.28') toe -nails per NDS guidlines. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (Ib/ft) Vert: 1-3=-54, 3-5=-54, 5-6=-54, 6-8=-54, 2-7=-20 Concentrated Loads (lb) Vert: 3=41 (F) T31484420 0.01 0.01 0.00 in (loc) I/deFl L/d PLATES GRIP 7-9 >999 240 MT20 244/190 7-9 >999 180 7 n/a n/a Weight: 55 Ib FT = 20% Page: 1 t%%111111111111%•`%%V1.tiUS. �F�►,,,i •, GENS' fes► op 348.69- 4:0 4869 �. rte'.' 'UJi ;lutlut l.m P1: No.34867 I )HTck biv. I*A MITek V9A FIX( Ie l 11634 16023 Sn In ghy Htd ge Rd: CbcslerdAvtd, AlO 631117 Aare; September 6,2023 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1/2/2023 BEFORE USE.. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not MiTek' a truss system. Before use, the building clWtiner must verify the applicability of design parArnalars and properly incorporate [his design into the overall building design. Bracing indicated is to pray nl buckling of individual truss web and/orchard members only. Additional temporary and permanent bracing I s always required for stability and to prevent collapse with possible personal injury and property damage. Forq gFill guidance regarding the 16023 Swingley Ridge Rd fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 Quality Criterftl and DSB-22 available from Truss Plate Institute (www.tpinsl.org) Chestemeld, MO 63017 end BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponenls.com) 314.434.1200 / MiTek-US com Job Truss Truss Type Qty Ply 3537784 - T24 Hip - J') 1 Job Reference (Optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8,63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc, Tuy Sep 05 11:19:18 ID:fQdHvZK_6vbQK7BgOhB7V2ypXyx-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f I -1-0-0 f 3-88-0 1-0-0 3-8-0 T 3-11-0 3-8-0 1 0--0 T31484421 4x8 = 11 4 12 3x8 n 5 13 6 7 14 2x4 It 3x4 = 4-4-12 7-5-4 10-11-4 1 -3I-0 4-4-12 —3-0_8 �- 3-6-0 - 0-3-12 Scale = 1:32 Plate Offsets (X, Y): [3:0-3-12,0-2-0], [4:0-5-12,0-2-0], [5:0-0-7,0-0-2], [5:0-0-4,Edge] Loading (psf)Spacing 46 = 2-0-0 CSI 3 DEFL in 12 I/deFl L/d 8 F- TCLL (roof) 20.0 I 10 N TC 0,47 m o1 0.02 5-7 fI rV 240 MT20 244/190 M 7.0 Lumber DOL 1.25 BC 2 Vert(CT) r v 9 4, 1 >999 180 f f i BCLL 0.0 . 8 YES WB 3x4 = Horz(CT) 0.00 3x4 = 3-11-0 3-8-0 1 0--0 T31484421 4x8 = 11 4 12 3x8 n 5 13 6 7 14 2x4 It 3x4 = 4-4-12 7-5-4 10-11-4 1 -3I-0 4-4-12 —3-0_8 �- 3-6-0 - 0-3-12 Scale = 1:32 Plate Offsets (X, Y): [3:0-3-12,0-2-0], [4:0-5-12,0-2-0], [5:0-0-7,0-0-2], [5:0-0-4,Edge] Loading (psf)Spacing TOP CHORD 2x4 SP No.2 2-0-0 CSI 6) ' This truss has been designed for a live load of 20.Opsf DEFL in (loc) I/deFl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0,47 Vert(LL) 0.02 5-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0,02 2-8 >999 180 BCLL 0.0 . Rep Stress Incr YES WB 0-17 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matri Cat, ll; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exlerior(2E)-1-1-0to 1-11-0, Interior (1) Weight: 53 Ib FT = 20% LUMBER 5) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 SP No.2 chord live load nonconcurreni with any other live loads. BOT CHORD 2x4 SP No.2 6) ' This truss has been designed for a live load of 20.Opsf WEBS 2x4 SP No 3 on the bottom chord in all areas where a rectangle WEDGE Right: 2x4 SP No.3 3-06-00 tall by 2-00-00 wide will fit between the bottom BRACING chord and any other members. TOP CHORD Structural wood sheathing directly applied or 7) All bearings are assumed to be SP No.2 crushing 6-0-0 oc purlins. capacity of 565 psi. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 8) Provide mechanical connection (by others) of truss to bracing. bearing plate capable of withstanding 155 Ib uplift at REACTIONS (size) 2=0-5-8, 5=0-3-8, 8=0-5-8 joint 2, 217 Ib uplift at joint 5 and 283 Ib uplift at joint 8. Max Horiz 2=126 (LC 11) LOAD CASE(S) Standard Max Uplift 2=-155 (LC 12), 5=-217 (LC 13), 8=-283 (LC 9) Max Grav 2=214 (LC 23), 5=306 (LC 24), 8=431 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-82/69, 3-4=-29/70, 4-5=-250/442, 5-6=0/32 BOT CHORD 2-8=-61/135, 7-8=-253/162, 5-7=-231/158 WEBS 4-7=-371/133, 4-8=-257/555, 3-8=-197/219 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=251t Cat, ll; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exlerior(2E)-1-1-0to 1-11-0, Interior (1) 1-11-0 to 3-8-0, Exterior(2E) 3-8-0 to 7-7-0, Exterior(2R) 7-7-0 to 11-9-15, Interior (1) 11-9-15 to 12-4-0 zone; cantilever right exposed ; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1,60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding, %01111 111111 fit., 34869 Tlr -.moo' � •41 ��►+Ir+r � t ti s:+��� dulla�7-M PF, He. 34N69 MITek Inc. 11RA %[fTrk I PSA FL C1,cI Sd34 16023 Sing ley Hl dile Rel, L•Leeterneld.,11063 U 17 note: September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 11212023 BEFORE USE. MiTek Design valid for use only with MiTek® connectors- This design Is based only upon parameters shown, and is for an Individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters antl 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 antl permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the 16023 Swingley Ridge Rd fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7TPI1'Quality Criteria and DSB-22 available from Truss Plate Institute (www,tpinsl--org) Chesterfield, MO 63017 and SCSI Building Component Safety Information available from the Structural Building CorVenenl Association (www.sbcscomponenls.com) — 314.434,1200 / MiTek-US, com Job Truss Truss Type 3537764 T25 Common Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, -1-0-0 1-0-0 City Ply 2 T T31484422 .Job Reference {optional} Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:19:19 Page: 1 I D:7tj4hjYGtRstVuZ14T WLErypXyf-RFC?PsB70Hg3NSgPgnL8w3ulTXbGK WrCDoi7J4zJC9f 5-7-8 5-7-8 11-3-0 _ 12L3 0 5-7-8 1 457 4x6 = 3 — 2 !y 81� Cn r v' 3x8 u t`— 2 4 3x4. 6 9 10 3x4 �. 2x4 q 4-4-12 10-11-4 1j-3; 0 4-4-12 6-6-8 0-3-12 Scale= 1:37,8 Plate Offsets (X, Y): [2:0-2-0,0-1-8], [4:0-2-0,0-1-8], [4:0-0-4,Edge] 5 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1 25 TC 0.85 Vert(LL) 0.25 4-6 >331 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) 0.23 4-6 >359 180 BCLL 0.0' Rep Stress Incr YES WB 0106 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -S 1) Unbalanced roof live loads have been considered for this design. Weight: 471b FT = 20% LUMBER 4) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 SP N0.2 chord live load nonconcurrent with any other live loads BOT CHORD 2x4 SP No.2 5) ' This truss has been designed for a live load of 20 Opsf WEBS 2x4 SP No.3 on the bottom chord in all areas where a rectangle WEDGE Right: 2x4 SP No.3 3-06-00 tall by 2-00-00 wide will fit between the bottom BRACING chord and any other members TOP CHORD Structural wood sheathing directly applied or 6) All bearings are assumed to be SP No -2 crushing 6-0-0 oc purlins, capacity of 565 psi. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 7) Provide mechanical connection (by others) of truss to bracing bearing plate capable of withstanding 180 Ib uplift at REACTIONS (size) 2=0-5-8, 4=0-3-8, 6=0-5-8 joint 2, 225 Ib uplift at joint 4 and 141 Ib uplift at joint 6. Max Horiz 2=-178 (LC 10) LOAD CASE(S) Standard Max Uplift 2=-180 (LC 12), 4=-225 (LC 13), 6=-141 (LC 9) Max Grav 2=238 (LC 19), 4=322 (LC 1), 6=385 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-138/121, 3-4=-194/177, 4-5=0/32 BOT CHORD 2-6=-59/113, 4-6=-45/132 WEBS 3-6=-2331205 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h= -1t. Cat. 11; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) -1-1-0 to 1-11-0, Interior (1) 1-11-0 to 5-7-8, Exterior(2R) 5-7-8 to 8-7-8, Interior (1) 8-7-8 to 12-4-0 zone; cantilever right exposed ; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1-60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. "o11111ft/►�1 0S LFE'•��r C. E IV i N 34069 40 Jet A`li-to% IM duliva F.er P1•:34569 !411-1-ckh13:1 �11Tcls 1 rCA k'E_ S ars x634 16873 S'0eglry Rias:e RJ: e'heilcrneld, MO 630{7 Dnlcr September 6,2023 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. Design valid for use only with MiTek® connectors, This design is based only upon parameters shown, and is for an Individual building component, not MiTek a truss system. Befole uss- the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord mml> s only. Atldlllonal temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regardin0 the 16023 Swingley Ridge Rd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria and DSB-22 availabla from Truss Plate Institute (wwwApinst-org) Chesterfield, MO 63017 and BCSI Building Component Safety Information available from the Structural Building Component Association (www sbcscomponenls.com) 314.434-1200 / MiTek-US_com rOv. Truss Truss Type ply Ply 3537784_ 726 Common 3 �tT31484423 Joh Reference-(npSiorlal} _ Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: R63 S Jul 26 2023 Print: 6;630 S Jul 28 2023 MiTek Industries, Inc, Tue Sep 05 11:19:19 Page: 1 ID:BIAczU77KU1wtQoiSGugjBypXxu-RfC7PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC7f 100 – – 8 – – 11 12.3.O 1_ p 0 5.7 . I 5-7-8-8 4x6a 3 1 81f2 15 16 2 17 6 3x4 o 2x4 e 4-4-12 1 4-4-12 3x10 it 4 — — 5 18 { 3x4 = 10-4-12 11-3-0 6-0-0 �0-10 4 Scale = 1:37-8 Plate Offsets (X, Y): [2:0-2-0,0-1-8], [4:0-0-3,0-0-0], [4:0-0-4,0-10-10] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d[PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.10 6-14 >853 240 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) 0,09 6-14 >898 180 BCLL 0.0' Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020rrPI2014 Matrix -MS _ Weight: 49 Ib FT = 20% LUMBER 4) This truss has been designed for a 10,0 psf bottom TOP CHORD 2x4 SP No.2 chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 SP No.2 5) . This truss has been designed for a live load of 20.Opsf WEBS 2x4 SP No.3 on the bottom chord in all areas where a rectangle WEDGE Right: 2x8 SP 240OF 2.0E 3-06-00 tall by 2-00-00 wide will fit between the bottom BRACING chord and any other members. TOP CHORD Structural wood sheathing directly applied or 6) All bearings are assumed to be SP No.2 crushing 6-0-0 oc purlins, capacity of 565 psi, BOT CHORD Rigid ceiling directly applied or 8-3-4 oc 7) Provide mechanical connection (by others) of truss to bracing, bearing plate capable of withstanding 215 Ib uplift at REACTIONS (size) 2=0-5-8, 4=0-3-8, 6=0-5-8 joint 2, 143 Ib uplift at joint 6 and 319 Ib uplift at joint 4. Max Horiz 2=-178 (LC 10) LOAD CASE(S) Standard Max Uplift 2=-215 (LC 13), 4=-319 (LC 13), 6=-143 (LC 9) Max Grav 2=284 (LC 1), 4=406 (LC 24), 6=349 (LC 19) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-233/713, 3-4=-299/549,4-5= ►►� 11111►►►�► � 395/144, 4-6=-262/372\t+t`,av�'S BOT CHORD 2-6=0 WEBS 3-6=-414/150 •••'; NOTES 1) Unbalanced roof live loads have been considered for this design. : IVO 3486 2) Wind: ASCE 7-16; Vul1=130mph (3 -second gust) Vasd=101 mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat, Il; Exp D; Enclosed; MWFRS (envelope) exterior w zone and C -C Exterior(2E)-1-1-0 to 1-11-0,Interior(1) : a 1 -11 -Oto 5-7-8, Exterior(2R) 5-7-8 to 8-7-8, Interior (1) .(ti�•,+< p. •'���� 8-7-8 to 12-4-0 zone; cantilever right exposed ; porch ❑ Ft i *� right exposed;C-C for members and forces & MWFRS for Lumber *ss+, '' • • • •''�� shown; DOL=1.60 plate grip 111►►0 N AL DOL 1 60ns 3) Building Designer / Project engineer responsible for Irrl#or Vet -PE 3n, -34 11169. verifying applied roof live load shown covers rain loading h1IT& Inv. DRA 111T& irsA FIX066341 0 6634 requirements specific to the use of this truss component. Jeozs Swfnplr} fildRediJ: Chea#erfiald, MO 0017 17a1e. September 6,2023 I A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev- 1/212023 BEFORE USE. Deeps valid for use only with MITeliA conneclam- This dealgn is based only upon para meters shown, and is far an Ind ividuel building component, not MiTek' a Iruss sysle m. Before use, the buldlig designer must verify the applicability of design perametem and properly Innorporate oris design into the m,erall LdOding design. Bracing Indicated is to prevent buckling of individual truss web aratror chord members only- Addition el lempdrafy and permanent bracing Is always requll ed for stabllily and to pre vr. ni collapse Min pnasible personal lnlury and properly damage For general guidance fegalaing the 16023 Swingley Ridge Rd- fabrlcallon, storage, delivery, eroclian and bracing of Irussea nod truss 9yslams. see AN51rrP11 Quality Crilena and DSB-22 available from Truss Plate Institute (www.IpinsLorg) and BCSI Building Componans Safety Inrorma[ian avallafAe from the Slrlletural Building Component Association (www sbcscomponenls.com) Chesterfield, MO 83017 — 314 434.1200 / MiTek-US-com Job Truss Truss Type 13537784_ T27 Common Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Scale = 1:35 Loading (psf) Scing TCLL (roof) 20,0 Platpae Grip DOL TCDL 7.0 Lumber DOL BCLL 0,0' Rep Stress Incr BCDL 10.0 Code LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 _ 3 Job Reference (9ptional)_ Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:19:20 ID:G4HG5113mfvvy02TIPIF9RypXvo-RfC7PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC7f � �- 5-7-8 �-00 p — 4x6 = 3 1F- ) 1 8 6 — 5 3x4 2x4 y 578 I 5-7-8 2-0-0 1.25 1.25 YES FBC2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=0-5-8, 4=0-5-8 Max Horiz 2=169 (LC 11) Max Uplift 2=-267 (LC 12), 4=-201 (LC 13) Max Grav 2=474 (LC 1), 4=395 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-479/311, 3-4=-475/309 BOT CHORD 2-5=-120/342, 4-5=-120/342 WEBS 3-5=-10/261 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=251t Cat. 11; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E)-1-1-0to 1-11-0, Interior (1) 1-11-0 to 5-7-8, Exterior(21R) 5-7-8 to 8-7-8, Interior (1) 8-7-8 to 11-0-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. CSI DEFL in TC 0.48 Vert(LL) 0.03 BC 0.32 Vert(CT) -0.05 WB 0.10 Horz(CT) 0.01 0201TPI2014 Matrix -S 6) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 201 Ib uplift at joint 4 and 267 Ib uplift at joint 2. LOAD CASE(S) Standard — 11-3-0- — 5-7-8 4 3x4 = 11-3-0 5-7-8 (loc) I/dell L/d PLATES 2-5 >999 240 MT20 4-5 >999180 4 n/a n/a Weight: 44 Ib T31484424 GRIP 244/190 FT = 20% Page:1 ���tlllrrrrrr ,O�v�ll� 5 ZtcE••*�. 'GENS �►� 34869 1� a .• -'.441 �0 to 'rit#e �4rrrr1111A Julius I.ee VE No. 300 mi'l'k Iqr- WIA dHTek 1 rS,% FL C: rl 6634 16624 Swinglry Ridge Rd; Cheetrrneld, mo 6.im7 leatm September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 112/2023 BEFORE USE. Design valid for use only with MiTek® connactum. This design is based only upon parameters snGWn. and is for an individual building component, not MiTek' atrusssystem. Before use, the building dasignar must verify the applicability of design pararrlatem 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 t3 always required Iter slabPlly and to prevent Goltapse with possible pefsonAl Injury and property damage For ganefat guldance'reparding the 16023 Swingley Ridge Rd labflcallon, eioraga, delwaty, tmtctlnn and bra4ng of trusses and truss systmne, sae ANSI1TPI1 Quality Criteria and DSB-22 ava7ahle from Truss Plate Institute (www tpinsl org) Chesterfield, MO 63017 and SCSI Building Compunanl Safety Informalion available from the 511adural Building Component Association (www.sbcscomponenls.com) 314 434 1200 / MiTek-US com Joti Truss Truss Type 3537784 T27A Half Hip Builders Firstsource (Jacksonville, FL), Jacksonville, FL - 32244, Qty Ply I 731484425 JOw Refpl'�RWJO tional Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MITek Industries, Inc Tue Sep 05 11:19:20 Page: 1 I D:w07ocPvayLOCOszm7wW3ezypXvc-RfC7PsB7oHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC9f 1-0-01 5-9-8 11-3-0 1-0.0 5-9-8 — 5-5-8 4x8 = 2x4 it 3 9 10 4 N Of N O V, $: 4 7 2 r 4T 5 o T— [ 6 fl 3x4 , 2x4 II 3x4 = 5-11-4 11-3-0 — 5-11-4 5-3-12 Scale = 1:35.5 6) All bearings are assumed to be SP No.2 crushing TOP CHORD 2x4 SP No.2 capacity of 565 psi. BOT CHORD 2x4 SP No.2 7) Provide mechanical connection (by others) of truss to WEBS 2x4 SP No.3 bearing plate capable of withstanding 245 Ib uplift at BRACING Plate Offsets (X, Y): [2:0-2-0,0-1-8], [3:0-5-12,0-2-0] LOAD CASE(S) Standard 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Loading (psf) Spacing 2-0-0 CSI Max Uplift 2=-244 (LC 12), 5=-245 (LC 9) DEFL in (loc) I/deft L/d I PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1,25 TC 0.46 Vert(LL) 0.04 2-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0,32 Vert(CT) -0.06 2-6 >999 180 10-0-7 to 11-1-4 zone;C-C for members and forces & BOLL 0.0 Rep Stress Incr YES WE 0.30 Horz(CT) 0.01 5 n/a n/a 3) Provide adequate drainage to prevent water ponding. BCDL 10.0 Cade FBC2020/TPI2014 Matrix -S 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle Weight 57 Ib FT = 20% LUMBER 6) All bearings are assumed to be SP No.2 crushing TOP CHORD 2x4 SP No.2 capacity of 565 psi. BOT CHORD 2x4 SP No.2 7) Provide mechanical connection (by others) of truss to WEBS 2x4 SP No.3 bearing plate capable of withstanding 245 Ib uplift at BRACING joint 5 and 244 Ib uplift at joint 2. TOP CHORD Structural wood sheathing directly applied or LOAD CASE(S) Standard 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=0-5-8, 5=0-5-8 Max Horiz 2=280 (LC 12) Max Uplift 2=-244 (LC 12), 5=-245 (LC 9) Max Grav 2=477 (LC 1), 5=398 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-466/192, 3-4=-17/16, 4-5=-135/149 BOT CHORD 2-6=-280/316, 5-6=-280/322 WEBS 3-6=0/258, 3-5=-384/336 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101 mph; TCDL=4.2psf; BCDL=3,Opsf; h=25ft; Cal. 11; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) -1-1-0 to 1-11-0, Interior (1) 1-11-0 to 5-9-8, Exterior(2R) 5-9-8 to 10-0-7, Interior (1) 10-0-7 to 11-1-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component - 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 'ol1111111111j . �F•►�•i 00 N 34669 .�f�i►'70NAy E�►''. 1111 ,IuButi f-er PY. 1tin. S�AGv . gTMV6Inc. b1JA dJfT'ek VNA I'I C-rrl 6634 i4OM $winglry Rhige pd. C'hrslnrTrlrl, Ale] OW7 QRICi September 6,2023 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 11212023 BEFORE USE. Design valid for use only with MITek® connectors This design is based only upon parameters shown, and is for an individual building component, not MiTek' a truss system, Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and properly damage Por general guidance regarding the 16023 Swingley Ridge Rd fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI7 Quality C7 Ma and DSB-22 avabable from Truss Plate Institute (www.IpinsLorg) Chesterfield, MO 63017 and SCSI Building Component Safely Wormalton available from the Structural Building Component Association (www.sbcscomponenls com) 314.434.1200 / MITek-US.com Job Truss Truss Type City Ply 3537784 T28 Hip Girder 1 1 Job Reference (optkonaq Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8 63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:19:21 ID:NrAcT3ePAHMMyL59cJYXflypXgn-RfC7PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC7f Loading -1-0-0 - - 7-0-0 - 13-7-0 20.0 20-2-0 TCDL 26-9.0 Lumber DOL 1-0-0 7-0-0 6-7-0 BCDL 6-7-0 Code 6-7.0 TOP CHORD NAILED BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED 4x8= 3x4= 3x6= 46= 4 25 26 27 528 29 6 30 317 32 812 cT co f_ o 4x4 �. n un 3 1V T ` EF Illi — IL jilt 'JI .L ' IL. .• - _ 1 - 17 33 34 16 15 35 36 14 37 38 13 I 1a 5x8= 2x411 3x4= 4x6= 4x6— Special NAILED 4x6= NAILED NAILED NAILED NAILED NAILED NAILED 7x8= NAILED Oh 1.1.-6-.d 16-10.8_ - 22-8-12 _ 26-7-4 — 0-11-4 �2� 3 10 8 5-10-4 ~ 5-10-4 3-10-8 Scale = 1:62.4 Plate Offsets (X, Y): [2:0-3-12,0-3-7], [4:0-5-12,0-2-0], [8:0-5-12,0-2-0], [9:0-2-0,0-1-81, [12:0-4-0,0-4-12] Loading (psf) Spacing TCLL (roof) 20.0 Plate Grip DOL TCDL 7.0 Lumber DOL BCLL 0.0' Rep Stress Incr BCDL 10-0 Code LUMBER TOP CHORD 2x4 SP No,2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -- 1-4-13 BRACING TOP CHORD Structural wood sheathing directly applied 4-0-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-11-6 oc bracing. WEBS 1 Row at midpt 7-12.7-14 REACTIONS (size) 2=0-3-8, 9=0-5-8, 12=0-5-8 Max Horiz 2=216 (LC 7) Max Uplift 2=-1435 (LC 5), 9=-513 (LC 26), 12=-2801 (LC 4) Max Grav 2=1306 (LC 19), 9=537 (LC 5), 12=2578 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32,2-4=-1490/1853, 4-5=-1339/174 5-7=-713/922, 7-8=-1147/1007, 8-9=-1064/688, 9-10=0/32 BOTCHORD 2-17=-1664/1361, 16-17=-1598/1297, 14-16=-1565/1275, 12-14=-233/324, 11-12=-449/780, 9-11=-457/795 WEBS 4-17=-340/317, 4-16=-348/303, 5-16=-402/369, 7-12=-1822/2210, 8-12=-958/864, 8-11=-97/230, 5-14=-920/1099,7-14=-1741/1403 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101 mph; TCDL=4 2psf; BCDL=3 Opsf; h=25ft; Cat. ll; Exp D; Enclosed; MWFRS (envelope) exterior zone; cantilever left exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2-0-0 CSI DEF L 1.25 TC 0.90 Vert(LL) 0. 1.25 BC 081 Vert(CT) 0. NO WE 0.67 Horz(CT) -0, FBC2020/TPI2014 Matrix -MS J. 3) Building Designer / Project engineer responsible for verifying applied roof live lead shown covers rain loading requirements specific to the use of this truss component. 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. or 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members - 7) All bearings are assumed to be SP No,2 crushing capacity of 565 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1435 Ib uplift at joint 2, 2801 Ib uplift at joint 12 and 513 Ib uplift at joint 9 9) "NAILED" indicates 3-10d (0.148'x3") or 3-12d (0 148'x3.25') toe -nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 228 9, Ib down and 265 Ib up at 7-0-0 on top chord, and 300 Ib down and 411 Ib up at 7-0-0 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 (Ib/ft) Vert: 1-4=-54, 4-8=-54, 8-10=-54, 2-9=-20 Concentrated Loads (lb) Vert: 4=-88 (B), 15=-100 (B), 17=-191 (B), 13=-100 (B), 25=-28 (B), 26=-28 (B), 27=-28 (B), 28=-28 (B), 29=-28 (B), 30=-28 (B), 31=-28 (B), 32=-28 (B), 33=-100 (B), 34=-100 (B), 35=-100 (B), 36=-100 (B), 37=-100 (B), 38=-100 (B) in (loc) I/deFl 16 16-17 >999 14 16-17 >999 03 12 n/a 33-9-0 7-0-0 T31484426 Page: 1 34-9-0 1-0-0 6x8 = 8 I� 9 10 11 2x4 it 3x6$ 33-9-0 7-1-12 L/d PLATES GRIP 240 MT20 244/190 180 nla Weight: 201 Ib FT = 20% ►►111#11rr�r� �`ti,,�►�'3ous E N S fes+ •'•1.. Lc�'••op 34869 o,. 40�.F • ►►rrri n i n►►►► Julku•'i.re lre.KID. 54 Bf g �9i'rek fnc. ]]]r:l �IITck t :5,1 1•'I_C"crt G634 1(g2b 5p�inglc}RIdRe Rd. C'hrslerfi�ld, IIC18J017 September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE All -7473 rev. 1/2/2023 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not MiTek" a truss system. Before use, the building designer must verify the applicability 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 chard members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 16023 Swingley Ridge Rd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www-IpinsLorg) Chesterfield, MO 63017 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 314.434.1200 1 MITek-US.com Job Truss Truss Type 13537784 T29 Hip Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 0-0 4-8-7 1 9-0-0 1-0-0 4-8-7 4-3-9 12 8r 2x411 �a 4 rl v p '6 4x4 o r` 27 33 of 1 2 rCj _ 33 3417 3x4a 4x6 it -11- 4 _ 4-8-7�_ 0-11-4 3-9-3 Qty Ply ce ( 1 1 T31484427 _ Job Referen_optional_ Run: 6 63 S Jul 28 2023 Print: 8,630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:19:22 Page: 1 1 D:IMApmPxfuAIdDISd59yYEiypXm W-RfC7PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC7f 16-10-8 1 24-9-0 29-0-9 33-9-0 44'" 7-10-8 7-10-8 -- 4-3-9 — I-- 4-8-7 1 574 5x6 = 2) 3x10 = TOP CHORD 5x6 = 5 Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; 29 6 30 7 WEBS 2x4 SP No.3 zone and C -C Exterior(2E) -1-1-0 to 2-3-8, Interior (1) Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0 81 Vert(LL) Q21 i1 >999 240 MT20 244/190 TCDL 7"0 Lumber DOL 1.25 BC [. 0,18 16-17 >999 180 3) ELl— 0.0' Rep Stress Incr YES WB 0.72 Horz(CT) -0.02 35 3637 16 15 38 39 14 40 41 13 12 42 43 Matrix -MS Provide adequate drainage to prevent water ponding. 12=-1 1 1125 (LC 8) 5) This truss has been designed for a 10.0 psf bottom Weight: 194 Ib FT = 20% 3x4= 2x411 1=865 (LC 2)C 6) This truss has been designed for a live load of 20.Opsf 3x6= FORCES 3x6= 3-06-00 tall by 2-00-00 wide will fit between the bottom Tension chord and any other members, with BCDL = 10.Opsf. TOP CHORD 1-2=0/32, 2-4=-842/1148, 4-5=-777/1239, 7) 6x8 = 11-04 5-6=-529/845, 6-7=-527/635, 7-8=-541/380, 16-10-8 capacity of 565 psi" 22-8-12 F 29-0-9 6-3-13 Provide mechanical connection (by others) of truss to 5-10-4 2-17=-821/663, 16-17=-565/587, 5-10-4 6-3-13 2x4 u $.31 32 11;$ 10 3x4= 3x4 = 33.9.0 4-8.7 Scale = 1:62.7 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) TOP CHORD 2x4 SP No.2 3}869 Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Plate Offsets (X, Y): [2:0-2-14,0-0-4], [5:0-3-12,0-2-0], [7:0-3-12,0-2-0] Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior WEBS 2x4 SP No.3 zone and C -C Exterior(2E) -1-1-0 to 2-3-8, Interior (1) Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0 81 Vert(LL) Q21 16-17 >999 240 MT20 244/190 TCDL 7"0 Lumber DOL 1.25 BC 0.63 Vert(CT) 0,18 16-17 >999 180 3) BCLL 0.0' Rep Stress Incr YES WB 0.72 Horz(CT) -0.02 12 n/a n/a requirements specific to the use of this truss component. BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Provide adequate drainage to prevent water ponding. 12=-1 1 1125 (LC 8) 5) This truss has been designed for a 10.0 psf bottom Weight: 194 Ib FT = 20% LUMBER 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) TOP CHORD 2x4 SP No.2 3}869 Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; BOT CHORD 2x4 SP No.2 Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior WEBS 2x4 SP No.3 zone and C -C Exterior(2E) -1-1-0 to 2-3-8, Interior (1) SLIDER Left 2x6 SP No.2 -- 1-6-0 ��I111111 2-3-8 to 9-0-0, Exterior(2R) 9-0-0 to 13-9-4, Interior (1) BRACING 145023 Skvtnp11}1' R idge Rd: [:h osl erneld. LD] 63017' n.1 - 13-9-4 to 24-9-0, Exterior(2R) 24-9-0 to 29-6-4, Interior TOP CHORD Structural wood sheathing directly applied or (1) 29-6-4 to 34-10-0 zone; cantilever left exposed 4-10-3 oc purlins, porch left exposed;C-C for members and forces & BOT CHORD Rigid ceiling directly applied or 5-7-4 oc MWFRS for reactions shown; Lumber DOL=1.60 plate bracing. grip DOL=1.60 WEBS 1 Row at midpt 6-12 3) Building Designer / Project engineer responsible for REACTIONS (size) 2=0-3-8, 9=0-5-8, 12=0-5-8 verifying applied roof live load shown covers rain loading Max Horiz 2=-268 (LC 10) requirements specific to the use of this truss component. Max Uplift 2=-6=-614 (LC 9), 9=-220 (LC 13), 4) Provide adequate drainage to prevent water ponding. 12=-1 1 1125 (LC 8) 5) This truss has been designed for a 10.0 psf bottom Max Grav (L(L 25), 9=372 (LC 20), chord live load nonconcurrent with any other live loads. ' 1=865 (LC 2)C 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle FORCES (Ib) - Maximum Compression/Maximum 3-06-00 tall by 2-00-00 wide will fit between the bottom Tension chord and any other members, with BCDL = 10.Opsf. TOP CHORD 1-2=0/32, 2-4=-842/1148, 4-5=-777/1239, 7) All bearings are assumed to be SP No.2 crushing 5-6=-529/845, 6-7=-527/635, 7-8=-541/380, capacity of 565 psi" 8-9=-491/271, 9-10=0/32 8) Provide mechanical connection (by others) of truss to BOT CHORD 2-17=-821/663, 16-17=-565/587, bearing plate capable of withstanding 614 Ib uplift at 14-16=-4131315.12-14=-413/315, joint 2, 1125 Ib uplift at joint 12 and 220 Ib uplift at joint 11-12=-394/633, 9-11=-210/530 9 - WEBS 5-16=-160/174, 6-16=-530/387, LOAD CASE(S) Standard 6-14=-377/286, 6-12=-1266/1445, 7-12=-773/624, 8-11=-341/373, 7-11=-440/716, 4-17=-237/270, 5-17=-506/287 NOTES 1) Unbalanced roof live loads have been considered for this design. ��yltttltlfl►f�� 3}869 SLI i AI.��;,►�. ��I111111 Ju1[vv Ler �7i'fek [nc.1)fsa PF• Yu,lgRfi9 � til"1'ck E'SA NL['ers fi63d. 145023 Skvtnp11}1' R idge Rd: [:h osl erneld. LD] 63017' n.1 - September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. Design valid for use only with MiTek® connectors" This design is based only upon parameters shown, and is for an individual building component, not MiTek' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall I building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only, Additional temporary and permanent bracing I, always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 16023 Swingley Ridge Rd, fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Inslilule (www.lpinst org)Chaslerlield, MO 63017 and SCSI Building Component Safety Information available from the Structural Building Component Association (www"sbcscomponenls-com) 314.434,1200 / MITek-US,com Job 2x4 SP No.3 BRACING Truss [4:0-5-12,0-2-0], [6:0-5-12,0-2-0] Truss Type (psf) Qty Ply 20.0 Plate Grip DOL 3537784 7.0 T30 BCLL Hip Rep Stress Incr 1 1 T31484428 - - •- 10=-367 (LC 13), 12=428 (LC 9 14=-202 (LC 12), 15=-280 (LC 1 _ I Job Relerence (oplional) 10=777 (LC 20), 12=645 (LC 2), Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, (lb) - Maximum Compression/Maximum Run: 8,63 S Jul 2B 2023 Print: 8 630 S Jul 28 2023 MiTek Industries, Inc Tue _ Sep 05 11:19:23 Page: 1 4-5=0/166, 5-6=0/166.6-7=0/194. 7-8=-400/211 BOT CHORD 2-15=-155/167, 14-15=-155/167, I D:6dG4n6TdINAWtvFu6hDdTmypXlr-RFC7PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC7f 12-14=-171/297, 10-12=-204/295, 9-10=-59/266, 8-9=-59/266 WEBS _5-8-7- - 11-0-0 - -- - 16-10-8 22-9-0 28-0-9 33-8-0 NOTES 1) Unbalanced roof live loads have been considered for 1-07 5-8-7 - 5-3-9 5-10-8 - 5-10-8 5-3-9 5-7-7 4x8= 2x4 it 4x8= 4 18 5 19 6 812 3x6 o 3x6.1 317 207 v � CO 16 2� a 1 r 11 a O NI 3x4- 15 14 13 22 12 23 11 10 9- o 2X4 3x4= 3x8= 3x6= 2x4 3x4= 3x6= 3x4= - 5-8-7 — 11-1-12 _ - 16-10-8 - -- 22-7-4 22-9-12 28-0-9 33-8-0 5-8-7 5-5-5 5-8-12 5-8-12 0-2-g 5-2-13 5-7-7 Scale = 1:62.9 2x4 SP No.3 BRACING Plate Offsets (X, Y): [4:0-5-12,0-2-0], [6:0-5-12,0-2-0] Loading (psf) I Spacing TCLL (root) 20.0 Plate Grip DOL TCDL 7.0 Lumber DOL BCLL 0.0 Rep Stress Incr BCDL 10.0 Code LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING 2-15 TOP CHORD Structural wood sheathing directly applied 2-15 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc n/a bracing. WEBS 1 Row at midpt 6-12,4-12 REACTIONS (size) 2=22-11-8, 8=0-4-8, 10=22-11-8 12=22-11-8, 14=22-11-8, 15=22-11-8 Max Horiz 2=312 (LC 9) Max Uplift 2=-127 (LC 13), 8=-209 (LC 13), 10=-367 (LC 13), 12=428 (LC 9 14=-202 (LC 12), 15=-280 (LC 1 Max Grav 2=266 (LC 23), 8=411 (LC 20), 10=777 (LC 20), 12=645 (LC 2), 14=419 (LC 19).15=536 (LC 19 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-168/163, 3-4=-90/166, 4-5=0/166, 5-6=0/166.6-7=0/194. 7-8=-400/211 BOT CHORD 2-15=-155/167, 14-15=-155/167, 12-14=-171/297, 10-12=-204/295, 9-10=-59/266, 8-9=-59/266 WEBS 3-14=-122/187, 4-14=-177/141, 6-12=-50/8 6-10=-281/155, 7-10=-571/429, 5-12=-368/371, 4-12=-140/127, 3-15=-311/296, 7-9=0/239 NOTES 1) Unbalanced roof live loads have been considered for this design - 2 -0-0 CSI DEFL in 1.25 TC 0.42 Vert(LL) -0.03 1.25 BC 0.28 Vert(CT) -0.06 YES WB 0.48 Horz(CT) 0.01 FBC2020rrP12014 Matrix -S 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. Il; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) -1-1-0 to 2-3-7, Interior (1) 2-3-7 to 11-0-0, Exterior(2R) 11-0-0 to 15-9-2, Interior (1) or 15-9-2 to 22-9-0, Exterior(2R) 22-9-0 to 27-6-2, Interior (1) 27-6-2 to 33-5-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1,60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 2) on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 209 Ib uplift at joint 8, 127 Ib uplift at joint 2, 202 Ib uplift at joint 14, 367 Ib uplift at joint 10, 428 Ib uplift at joint 12 and 280 Ib uplift at joint 15. LOAD CASE(S) Standard (loc) I/deft L/d PLATES GRIP 2-15 >999 240 1 MT20 244/190 2-15 >999 180 10 n/a n/a Weight: 197 Ib FT = 20% �ti►�'��y►-11]5 LF�'�r�. .�► •E N'9 rr. No 34859 i 6'/ o ' ►►►►rr N A� Ji lu§ Loc IPE 'Nn,']S869 1 M1Tck lac. 11RA WTv3i i. -S,1 V11-0.16634, 16023 Swimgley Wdt a Rd: r'Ireslerflrld, MO 0817 unfr; - September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/212023 BEFORE USE. t0e5lgn valid for use only wll h MiTeknC c*oneclors. This desk? n is based only upon parameters shown, and Isfor an indlvldnel hdeding component, not MiTek' a truss syslam. Before use. the binding designer roust vodry the applicability of design poramuters end prapefly incorporalo this deslgn list* the overall building dosrgn. Bracing Indicated a to prevent buck l�g al Individual truss web and/or cho of mednham only Additional temporary and pormanant bracing IS always requlrod forxtnhilHy end 0 prevent c Idapse with passible personal rnJury and property damage. For genernl guidance regarding the 16023 Swingley Ridge Rd lahricallon, stma90, dalluery, emulinn and bracing of busses and truss systems, see ANSVIIPH Quality Criteria and DSB-22 available from Truss Plate Institute (www tpinst org) Chesterfield, MO 63017 and SCSI Bultding Component Seoty Information avallebie from the Stwdun+l BulkAng Component Association (www.sbcscomponents-com) 314,434,1200 1 MiTek-US com Job Truss Truss Type Qty Ply 3537784 f T31 Roof Special Girder 1 F fah RM" c qol _ Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:19:24 I D: Q BP7o0 BK4J BEXtg N_ D HAmwypXjc-R fC?Ps B7OH q3N Sg Pqn L8w3ulTXbG K WrC Doi7J4zJC? f M r0 O) T31484429 Page: 1 34-3-0 6-8-7 13-0-0 1&_10.8 20-9-0 26.1-0 31-5-0 31-11-0 35-3-0 I- - - - 6-8-7 6_3_9 �- 10-� 3-10-8 5 4-0 - 5.4.0 0-6-0 2-41-0-11-J -0-0 5x6= 2X41 if 5x6= 5 6 7 12 8r 4 4x4 P_ do 8 6 rL 3 `r N N , 2 Y7 -- o i hxa 4' 18 19 17 20 16 21 132 14 3x4= 3x6= 3x8= 3x6= 3x4= 8-7-11 1 16-10-8 24-3-14 31-3-4 Scale 1:84.6 8-7-11 8-2-13 — 7-5-6 - 6-11-6 = Plate Offsets (X, Y): (5:0-3-12,0-2-0], [7:0-3-12,0-2-0], [9:0-2-4,0-2-0] NAILED 4x12= 910 r� 11 12 1323 4x4 = 5x8= NAILED _ 34-3.0 2-11-12 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC, 0,78 Vert(LL) -0.20 16-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1 25 BC 0.99 Vert(CT) -0.32 16-18 >999 180 BCLL 0,0` Rep Stress Incr NO WB 0,83 Horz(CT) -0.08 2 n/a n/a BCDL _ 10:0 Code FBC2020/TPI2014 Matrix -SI FORCES (lb) - Maximum Compression/Maximum 9) "NAILED" indicates 3-1 Od (0.148'x3") or 2-12d Weight: 211 Ib FT = 20% LUMBER 3) Building Designer / Project engineer responsible for TOP CHORD 2x4 SP No,2 verifying applied roof live load shown covers rain loading BOT CHORD 2x4 SP No.2 requirements specific to the use of this truss component, WEBS 2x4 SP No.3 4) Provide adequate drainage to prevent water ponding. BRACING 5) This truss has been designed for a 10.0 psf bottom TOP CHORD Structural wood sheathing directly applied or chord live load nonconcurrent with any other live loads, 3-4-7 cc purlins. 6) ` This truss has been designed for a live load of 20,Opsf BOT CHORD Rigid ceiling directly applied or 6-3-13 oc on the bottom chord in all areas where a rectangle bracing. 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 1 Row at midpt 6-16 chord and any other members, with BCDL = 10.Opsf. REACTIONS (size) 2=0-5-8, 11=0-5-8 7) All bearings are assumed to be SP No.2 crushing Max Horiz 11=-374 (LC 6) capacity of 565 psi. Max Uplift 2=-662 (LC 8), 11=-672 (LC 9) 8) Provide mechanical connection (by others) of truss to Max Graft 2=1457 (LC 2), 11=1452 (LC) bearing plate capable of withstanding 662 Ib uplift at joint 2 and 672 Ib uplift at joint 11. FORCES (lb) - Maximum Compression/Maximum 9) "NAILED" indicates 3-1 Od (0.148'x3") or 2-12d Tension (0.148'x3.25') toe -nails per NDS guidlines. TOP CHORD 10-11=-2178/889, 11-12=0/32, 10) In the LOAD CASE(S) section, loads applied to the face 9-10=-2181/961, 7-8=-1954/977, of the truss are noted as front (F) or back (B). 8-9=-2502/1185, 5-6=-1409/680, LOAD CASE(S) Standard 6-7=-1409/680, 1-2=0/32, 2-3=-2089/864, 1) Dead + Roof Live (balanced): Lumber Increase=1.25, 3-5=-1986/981 Plate Increase=1-25 BOT CHORD 2-18=-538/1674.16-18=-321/1290, Uniform Loads (Ib/ft) 14-16=-459/1320,13-14=-746/1802. Vert: 10-12=-54, 9-10=-54, 7-9=-54, 5-7=-54, 11-13=-863/1910 1-5=-54,2-11=-20 WEBS 7-16=-265/339, 6-16=-216/237, Concentrated Loads (lb) 5-16=-275/384, 3-18=-395/488, 5-18= 450/805 8 14- 503/509 Vert: 23=0 (B) 7-14=-473/828, 8-13=-360/628, 9-13=-1460/848, 10-13=-584/1284 NOTES 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=251t; Cat. 11; Exp D; Enclosed; MWFRS (envelope) exterior zone; Lumber DOL=1.60 plate grip DOL=1.60 .111 .,,1111111� lotlii �1 348.69 P PO '•'� Q R 10 ss�orvA E;:►�`` 111 dullu; L-lk NITTek In c.IITIA PF. 1n,'34 R69 %11Tek i SA I:L [.erd 66A 10-623 5rvingley 7iirlke Rd; [-Iteslernaa. 11p.�101.� Pale: - -... . - September 6,2023 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev. 11212023 BEFORE USE. Design valid for use only with MiTek® conneclors- This design is based only upon parameters shown, and is for an individual building component, not a Truss system. Before use, the building deAtior must verify the applicability of design paiamotars antl 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 mqulied ror sl6blrily and 10 prevvnl collapse with possible personal Injury rend property damage. For oahehll guidance regerding. the 16023 Swingley Ridge Rd rabricallnn, alprsge, deilwq, areclion and bracing of Irusses and truss sysloms; see ANSirTPI11 Quality CfIfa11A Arid DS1342 ayalinble from Truss Plate Institute (www-Ipinst.org) Chesterfield, MO 63017 and SCSI Building Component safety information ava9able from the Structural Building Component Association (www,sbcscomponents com) 314 434 1200 / MiTek-US-com Job Truss Truss Type 3537784 T32 Roof Special Builders FirstSource (Jacksonville, FILL Jacksonville, FL - 32244, -1-0-0 7-4-7 + -- — 1-0-0 7-4-7 CNI L9 oh ow N N 2 4x4 - - 7-4-7 - - 7-4-7 14-4-0 6-11-9 $112 3X6 20. 3x6 �. 4 3 :i✓ 16 2x4 it Qty Ply 1 ) T31484430 Joh Rererarfge {optional) _ _ _ Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:19:25 Page: 1 I D:Vvk43dGRN W9U_DJKwKZ6YmxypXgj-RfC7PsB7OHg3NSgPgnL8w3ulTXbGKWrC Doi7J4zJC7f — 19-5-0 _ - - 24-9-0 - —� 30-1-0 30-7-0 34-3-0 35-3-4 5-1-0 5-4-0 5-4-0 0.6.0 3-8-0 4x6 = 5 14 3x8= 5x6 = 18 19 6 117 3x4,. 21 22 13 23 24 5x8= 22-3-0 794 ---�- Scale = 1:64 8 Plate Offsets (X, Y): [5:0-3-12,0-2-0], (6:0-3-12,0-2-0], [9:0-2-4,0-2-0], [13:0-4-0,0-3-0] 4x12= 89 II % 11 12 4x4u 3x10= 29-11-4 34-3-0 7-8-4 - 1 4 3 12 -1 Loading (psf) Spacing 2-0-0 CSI I DEFL in (loc) I/def! L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC im Vert(LL) -0.19 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.. 83 Vert(CT) -0.31 13-14 >999 180 BCLL 0.0' Rep Stress Incr YES WB 0.92 Horz(CT) 0.09 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -S requirements specific to the use of this truss component, Max Grav 2=1466 (LC 19), 10=1479 (LC 20) 4) Provide adequate drainage to prevent water ponding. Weight: 206 Ib FT = 20% LUMBER 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) TOP CHORD 2x4 SP No.2 Vasd=101 mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; BOT CHORD 2x4 SP No.2 Cat, 11; Exp D; Enclosed; MWFRS (envelope) exterior WEBS 2x4 SP No.3 zone and C -C Exterior(2E) -1-1-0 to 2-4-2, Interior (1) BRACING 2-4-2 to 14-4-0, Exterior(2R) 14-4-0 to 17-9-2, Interior TOP CHORD Structural wood sheathing directly applied or (1) 17-9-2 to 19-5-0, Exterior(2R) 19-5-0 to 22-10-2, 3-1-8 oc purlins. Interior (1) 22-10-2 to 30-7-0, Exterior(2R) 30-7-0 to BOT CHORD Rigid ceiling directly applied or 6-3-8 oc 34-0-4, Interior (1) 34-0-4 to 35-4-0 zone;C-C for bracing, members and forces & MWFRS for reactions shown; WEBS 1 Row at midpt 6-14.3-14 Lumber DOL=1.60 plate grip DOL=1.60 REACTIONS (size) 2=0-5-8, 10=0-5-8 3) Building Designer / Project engineer responsible for Max Horiz 2=409 (LC 11) verifying applied roof live load shown covers rain loading Max Uplift 2=-675 (LC 12), 10=-683 (LC 13) requirements specific to the use of this truss component, Max Grav 2=1466 (LC 19), 10=1479 (LC 20) 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom FORCES (lb) - Maximum Compression/Maximum chord live load nonconcurrent with any other live loads. Tension 6) . This truss has been designed for a live load of 20.Opsf TOP CHORD 9-10=-2217/963, 10-11=0/32, 8-9=-2039/955, on the bottom chord in all areas where a rectangle 6-7=-1796/996, 7-8=-2405/1196, 3-06-00 tall by 2-00-00 wide will fit between the bottom 5-6=-1224/794, 1-2=0/32, 2-3=-2059/931, chord and any other members, with BCDL = 10.Opsf. 3-5=-1560/842 7) All bearings are assumed to be SP No.2 crushing BOT CHORD 2-16=-804/1873, 14-16=-804/1873, capacity of 565 psi. 12-14=-531/1585,10-12=-672/1757 8) Provide mechanical connection (by others) of truss to WEBS 6-14=-194/234, 5-14=-240/625, bearing plate capable of withstanding 675 Ib uplift at 3-14=-712/553, 3-16=0/308, 6-13=-475/918, joint 2 and 683 Ib uplift at joint 10. 7-13=-563/543, 7-12=-399/681, LOAD CASE(S) Standard 8-12=-1363/780, 9-12=-487/1131 NOTES 1) Unbalanced roof live loads have been considered for this design. ■■%iIIIIIII���' Q4.,,■■a���us �E�■ff�. iV 348159 0. i ONAk- .Sol to, I:a6 PE. No. 34869 MiTtk Inc. hflA d MIk 1,1A FL Carl 6634 1405 Swingke Ridge Rd. r•htAWrns Id, Af0 6.1017 Daie: September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. Design valid for use only with MlTokg dannactnrs. M; deyipn is based only upon paeamolars shown, and In for an Indlvkfrtat tnitlifin eornponem, not MiTek' a truss system. Before use, the building deaignarmusl vadry the applicablllly of deslOn paramal8rs.aad property Inrurporale thls:design into Iha overall bulydlllg tiasign. Bracing indicated Is to prevent buekg rlg or individual truss web and/or chord members anly. Awllnnai temporary alit[ parmanenl tracing is always required for slablilty and to pravadl collapse with pwlble pefsonal Irhllrry and property damage For general guidance regarding me 16023 Swingley Ridge Rd. fabrication, slornge, delivery, omctlon and bfacing or lrusses-and truss systems, see ANSIITPII Guailly Crkaria and DSB42 availotdo from Truss Penia Institute (wwwApinsl.org) Chesterfield, MO 63017 and BCSI Building Component Salety Informallan available from the Siructurel BuWIrV Gomponenl Association (www.sbmcompormnts.epap 314 434 1200 / MiTek-US com Job Truss Truss Type Oty. ply 3537784 1T33 Piggyback Base 1 1 _ - Jab RBfei? ds Coptiojalj Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8.63 S Jul 28 2023 Print: 8,630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:19:25 I D:t2X5 W2 WgJpgC08CDbTj fPwypXfJ-RfC7PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC7f -1-0-0 1-0-0 I N (psf) Spacing r N CSI DEFL dt co (IDc) I/dell v TCLL (roof) 20.0 c6 1.25 TC 0 -0.20 13-14 f. 240 MT20 244/190 TCDL 0 ro Lumber DOL 1.25 AM 0,74 Vert(CT) -0.34 13-14 >999 180 BCLL oz 1.3.. YES WB 0.90 Horz(CT) 0,09 10 4114= _ 7-4-714-4-0 7-4-7 - - - 6-11-9 12 $ r- 3x6 �. 17 7-4-7 7-4-7 3x6 0 4 3 16 2x4 it 4x6 = 5 t$ 19 15 14 3x6= 3x8= 14-5-12 - 7-1-5- - Scale = 1:64-B Plate Offsets (X, Y): [5:0-3-12,0-2-0], [6:0-3-12,0-2-0], [8:0-2-4,0-2-0], [13:0-4-0,0-3-0] L dl 22 22-3-0 7-9-4 T31484431 Page: 1 24-9-0 28-9-0 29-3-0 .34-3-D -315-3-{{0 5-4-0 + 4-0-0 p g - 5-0-0 1 0-d 5x6= s t 20 3x4 7 23 13 24 25 5x8 = 28-7-4 0.4.4 4x12 = 89 10 - 11 12 4x4= 3xB= 34-3-0 -- - 5-7-12 oa ng (psf) Spacing 2-0-0 CSI DEFL in (IDc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.20 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0,74 Vert(CT) -0.34 13-14 >999 180 BCLL 0.0" Rep Stress Incr YES WB 0.90 Horz(CT) 0,09 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -S (size) 2=0-5-8, 10=0-5-8 verifying applied roof live load shown covers rain loading Weight: 207 lb FT = 20% LUMBER 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) TOP CHORD 2x4 SP No.2 Vasd=101 mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; BOT CHORD 2x4 SP No.2 Cat II; Exp D; Enclosed; MWFRS (envelope) exterior WEBS 2x4 SP No.3 zone and C -C Exterior(2E) -1-1-0 to 2-4-2, Interior (1) BRACING 2-4-2 to 14-4-0, Exterior(2R) 14-4-0 to 17-9-2, Interior TOP CHORD Structural wood sheathing directly applied or (1) 17-9-2 to 19-5-0, Exterior(2R) 19-5-0 to 22-10-2, 3-1-10 oc purlins, except Interior (1) 22-10-2 to 29-3-0, Exterior(2R) 29-3-0 to 2-0-0 oc purlins (4-2-2 max.): 5-6, 8-9. 32-8-2, Interior (1) 32-8-2 to 35-4-0 zone;C-C for BOT CHORD Rigid ceiling directly applied or 6-3-8 oc members and forces & MWFRS for reactions shown; bracing, Lumber DOL=1.60 plate grip DOL=1.60 WEBS 1 Row at midpt 3-14.6-14 3) Building Designer / Project engineer responsible for REACTIONS (size) 2=0-5-8, 10=0-5-8 verifying applied roof live load shown covers rain loading Max Horiz 2=409 (LC 11) requirements specific to the use of this truss component, Max Uplift 2=-675 (LC 12), 10=-683 (LC 13) LC 3) 4) Provide adequate drainage to prevent water ponding. Max Graft 2=1465 (LC 19), 10=1475 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. FORCES (lb) - Maximum Compression/Maximum 6) ' This truss has been designed for a live load of 20.Opsf Tension on the bottom chord in all areas where a rectangle TOP CHORD 1-2=0/32, 2-3=-2055/935, 3-5=-1558/845, 3-06-00 tall by 2-00-00 wide will fit between the bottom 5-6=-1223/794, 6-7=-1779/997, chord and any other members, with BCDL = 10.Opsf. 7-8=-2215/1140, 8-9=-1876/919, 7) All bearings are assumed to be SP No.2 crushing 9-10=-2157/968, 10-11=0/32 capacity of 565 psi. BOT CHORD 2-16=-804/1870, 14-16=-804/1870, 8) Provide mechanical connection (by others) of truss to 12-14=-534/1579, 10-12=-661/1712 bearing plate capable of withstanding 675 Ib uplift at WEBS 3-16=0/305, 3-14=-710/553, 5-14=-242/624, joint 2 and 663 Ib uplift at joint 10. 6-13=-464/888, 7-13=-573/529, 9) Graphical purlin representation does not depict the size 6-14=-192/238, 7-12=-334/554, or the orientation of the purlin along the top and/or 8-12=-1045/514, 9-12=-281/876 bottom chord. NOTES LOAD CASE(S) Standard 1) Unbalanced roof live loads have been considered for this design. JI,1111111f1111 0"o-lu s t l-- �f. Ns'. No 34859 411 fill Ju Ii ns r.M re Inn.34869 411'Yrk Inc. 13iS:1 311Tek i'ti,l 1'l_("rn 6E34 16023 tical n glt;v Rldga Rd', f-Irnsl rr Rrld, SED 63017 Ante .. . September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/212023 BEFORE USE, Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not MiTeV a truss system. Before use, the building designer must verify the applicability of design parameters a nd properly incorporate this design Into the overall building design Bracing Indicated is to prevent suckling of individual truss web and/or chord mernhe.rs only. Additional temporary and permanent bracing ss afways iequlrod forstedfloy end Io prevent coaopsc wrh passible personal mJury and properly damage. For general guidance regarding the 16023 Swingley Ridge Rd fobricatlon storage. dellvery, eredinn and bracing of Irusses and truss Syyterrr. ser- ANSI/TP11 Quality Criteria and DSB-22 available from Truss Plate Inslilute (www.tpinst-org) Chesterfield, MO 63017 an4 SCSI 80161ng Component Safety Information nvalleble from Ino Structural Building Component Association (www sbcscomponenls.com) 314 434 1200 / MiTek-US com Job Truss Truss Type 3537784 T34 Piggyback Base Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 7-4-7 14-4-0 1-0-0 7-4-7 6-11-9 N N V `cr 2 4x4= 1i2 8 3x6 Qty Ply -� ] T31484432 Job Reference (optional) Run: B.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:19:26 Page: 1 I D:gKKrvP, jq_421 kyU B001 pRypXdQ-R fC?PsB7OHg3NSgPgnL8w3ulTXbGK WrCDoi7J4zJC?f - I 19-5-0 --� 24-9-0 27-11-0 - I 27-5-0 - 34-3-0 �35-3-0 - 5-1-0 5.4-0 2-8.0 0-6-0 64-0 1-0-0 4x6= 5x6= 5 1® 19 6 If j 17 3x6 4 3 - s -`I 16 15 14 2x4 o 3x6= 3x6= 14-5-12 7-1-5 ,'. -11 22 23 13 5x6= 22-3-0 794 - Scale = 1:64.8 Plate Offsets (X, Y): [5:0-3-12,0-2-0], [6:0-3-12,0-2-0], [8:0-2-4,0-2-0], [13:0-3-0,0-3-4] 20 3x4,. 7 �• 10x12= 89 f! 12 3x8 = 21 27-3-4 _ 34-_3-0 5-0-4 6-11-12 Loading (psf) Spacing 2-0-0 CSI 2x4 SP No.2 DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20,0 Plate Grip DOL 1.25 TC 0,81 Vert(LL) -0.22 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1,25 BC 074 Vert(CT) -0.36 13-14 >999 180 Rigid ceiling directly applied or 6-3-8 oc BCLL 0.0' Rep Stress Incr YES WB 0 89 Horz(CT) 0,08 10 n/a n/a REACTIONS BCDL 10.0 Code FBC2020/TP12014 Matrix -S requirements specific to the use of this truss component. Max Uplift 2=-675 (LC 12), 10=-683 (LC 13) 4) Weight: 209 Ib FT = 20% LUMBER 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) TOP CHORD 2x4 SP No.2 Vasd=101 mph; TCDL=4,2psf; BCDL=3 Opsf; h=25ft; BOT CHORD 2x4 SP No.2 Cat. ll; Exp D; Enclosed; MWFRS (envelope) exterior WEBS 2x4 SP No,3 zone and C -C Exterior(2E) -1-1-0 to 2-4-2, Interior (1) BRACING 2-4-2 to 14-4-0, Exterior(2R) 14-4-0 to 17-9-2, Interior TOP CHORD Structural wood sheathing directly applied or (1) 17-9-2 to 19-5-0, Exterior(2R) 19-5-0 to 22-10-2, 2-10-15 oc purlins, except Interior (1) 22-10-2 to 27-11-0, Exterior(2R) 27-11-0 to 2-0-0 oc purlins (4-3-4 max J: 5-6, 8-9. 31-4-2, Interior (1) 31-4-2 to 35-4-0 zone;C-C for BOT CHORD Rigid ceiling directly applied or 6-3-8 oc members and forces & MWFRS for reactions shown; bracing. Lumber DOL=1.60 plate grip DOL=1.60 WEBS 1 Row at midpt 3-14.6-14 3) Building Designer / Project engineer responsible for REACTIONS (size) 2=0-5-8, 10=0-5-8 verifying applied roof live load shown covers rain loading Max Horiz 2=-409 (LC 10) requirements specific to the use of this truss component. Max Uplift 2=-675 (LC 12), 10=-683 (LC 13) 4) Provide adequate drainage to prevent water ponding. Max Grav 2=1456 (LC 19), 10=1453 (LC 20) 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. FORCES (lb) - Maximum Compression/Maximum 6) ` This truss has been designed for a live load of 20.Opsf Tension on the bottom chord in all areas where a rectangle TOP CHORD 1-2=0/32, 2-3=-2040/938, 3-5=-1545/849, 3-06-00 tall by 2-00-00 wide will fit between the bottom 5-6=-1212/794, 6-7=-1742/1002, chard and any other members, with BCDL = 10.Opsf. 7-8=-2033/1078, 8-9=-1725/894, 7) All bearings are assumed to be SP No.2 crushing 9-10=-2049/955, 10-11=0/32 capacity of 565 psi. BOT CHORD 2-16=-804/1858, 14-16=-804/1858, 8) Provide mechanical connection (by others) of truss to 12-14=-541/1556, 10-12=-633/1634 bearing plate capable of withstanding 675 Ib uplift at WEBS 3-16=0/303, 3-14=-708/554, 5-14=-242/617, joint 2 and 683 Ib uplift at joint 10. 6-13=-460/845, 7-13=-589/525, 9) Graphical purlin representation does not depict the size 7-12=-270/444, 6-14=-190/241, or the orientation of the purlin along the top and/or 8-12=-748/277, 9-12=-178/636 bottom chord. NOTES LOAD CASE(S) Standard 1) Unbalanced roof live loads have been considered for this clesign- ■``�`�►��vU 18 S+ ��►irfr .�■ . �tGEN��;. 0 34669 r 41 glop. % 3u11u. 1 rr PE Vin. 30611 MiTrk Ism DFIA MIT0 %li, V1. hC 166,14. 16023 Snirglry Rldgc Ril. ('LrrtirfIdd, A10 63017 D.fi,: September 6,2023 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/212023 BEFORE USE Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not MiTek' a truss system. Before use, the building deslgnar must verity the applicability of design parameLars anti properly incorporate this design Into the overall building design Bracing indicated Is to pmvarli buckling of individual truss web and/orchard members only. Additional temporary and permanent bracing Is always required (orstablilly and to prevonl collapso with g)Onible personas Injury and pprrops ny damage. For general guidance mgardlllg, the 16023 Swingley Ridge Rd labrICadan, slmagp, deFyury, erecflon and bracalg of Irussas and truss systems, see ANSifTPI1 Quality Criteria 1lnd DSB-22 cVphatllF from Truss Plate Institute (www.tpinslorg) Chesterfield, MO 63017 and SCSI Building Component Safety lnFOrrnallnn avalloble from the 6YmaLrrel Building Component Association (www-sbcscomponents.com) 314.434.1200 /MiTek-US,com Job Truss Truss Type Qty pJy 3537784 T35 Piggyback Base I� T31484433 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8,63 S Jul 28 2023 Print: 8,630 S Jul 28 _ 2023 MiTek Industries, Inc Tue Sep 05 11:19:26 Page: 1 ID:FFf6NV2w519ZbGgOLszgN_ypXc2-RfC7PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC7f -1-0-0 0 7-4-7 14-4-0- -_� 19-5-0 ___ _1� 25-11-t29_g_g_I 34-3-0I_ 7-4-7 6-11-9 5--0 -3-!1-0-0 J 6-0-0 0-s'0 3-10-8 4-5-8 1-0-0 4x6= 5x6= 5 18 19 6 I c� O 812 3x6..._ w o 17 20 pr v 3x6 o 12x14 = 4.. 78 2k4 i O (y N 21 .9 Irl ELI 10 4x4= 16 15 14 22 23 13 12 E ' 2x411 3x6= 3x8= 4x4 = 5x6= 3x8= 7-4-7 j- 14-5-12 22-3-0 --- 25-3-4 34-3-0 -I 7-4-7 7-1-5 7-9-4 3.0.4 8-11-12 - - Scale =1:64 6 Plate Offsets (X, _ Y): [5:0-3-12,0-2-0], [6:0-3-12,0-2-0], [7:0-1-12,0-2-4], [13:0-3-0,0-3-0] Loading (ps17 Spacing 2-0-0 CSI DEFL in (IOC) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0-22 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.37 13-14 >999 180 BCLL 0.0• 1 Rep Stress Incr YES WB 0.78 Horz(CT) 0.08 10 n/a n/a BCDL 10.0 Code FBC2020(TPI2014 Matrix -S Weight: 211 lb FT 20% LUMBER 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) TOP CHORD 2x4 SP No,2 Vasd=101 mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; BOT CHORD 2x4 SP No.2 Cat, ll; Exp D; Enclosed; MWFRS (envelope) exterior WEBS 2x4 SP No.3 zone and C -C Exterior(2E) -1-1-0 to 2-4-2, Interior (1) BRACING 2-4-2 to 14-4-0. Exterior(2R) 14-4-0 to 17-9-2, Interior TOP CHORD Structural wood sheathing directly applied or (1) 17-9-2 to 19-5-0. Exterior(2R) 19-5-0 to 22-10-2, 3-1-13 oc purlins, except Interior (1) 22-10-2 to 25-11-0, Exterior(2R) 25-11-0 to 2-0-0 oc purlins (4-6-7 max.): 5-6, 7-8, 29-4-2, Interior (1) 29-4-2 to 35-4-0 zone;C-C for BOT CHORD Rigid ceiling directly applied or 6-3-8 oc members and forces & MWFRS for reactions shown; bracing. Lumber DOL=1-60 plate grip DOL=1.60 WEBS 1 Row at midpt 3-14.6-14 3) Building Designer / Project engineer responsible for REACTIONS (size) 2=0-5-8, 10=0-5-8 verifying applied roof live load shown covers rain loading Max Horiz 2=-409 (LC 10) requirements specific to the use of this truss component. Max Uplift 2=-675 (LC 12), 10=-683 (LC 13) 4) Provide adequate drainage to prevent water ponding. LC 3) 5) This truss has been designed for a 10.0 psf bottom Max Graft 2=1456 (LC 19), 10=1454 chord live load nonconcurrent with any other live loads. FORCES (Ib) - Maximum Compression/Maximum 6) ' This truss has been designed for a live load of 20.Opsf Tension on the bottom chord in all areas where a rectangle TOP CHORD 1-2=0/32, 2-3=-2040/943, 3-5=-1545/853, 3-06-00 tall by 2-00-00 wide will fit between the bottom 5-6=-1212/798, 6-7=-1726/978,chord 7-8=-1595/885, 8-9=-1901/945, and any other members, with BCDL = 1O.Opsf, 7) All bearings are assumed to be SP No.2 t,,11111111110" �I S �E��% 9-10=-2037/1009, 10-11=0/32 crushing �t�� �l]t-�U If BOT CHORD 2-16=-80511858, capacity of 565 psi- 4� 14-16=-80511858, 8) Provide mechanical connection (by others) of truss to ��� .••�,� `SF••, 12-14=-572/1610,10-12=-718/1636 bearing plate capable of withstanding 675 Ib uplift at WEBS 3-16=0/302, 3-14=-708/554, 5-14=-250/623, joint 2 and 683 Ib uplift at joint 10. No 34 869 •; 6-13=-405/781, 7-13=-610/479, 9) Graphical purlin representation does not depict the size 6-14=-189/243, 7-12=-598/412, or the orientation of the purlin along the top and/or * - 8-12=-498/914, 9-12=-220/287 bottom chord. F NOTES LOAD CASE(S) Standard w` 1) Unbalanced roof live loads have been considered for this design. .(t • { P '� . L R ti p Ay ECS '%, 'ON Ju lluc 1-ce PF tin: 34869 MIT& fttr.118A IJiTvk 1r,,A 0_cii,16634 116023. Bwin&y Rldgr Rd.:chiesteeneld, 110 63017 Date: September 6,2023 & WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 112/2023 BEFORE USE. MiTeV Dvslgnvalid for use Onlywlih MiTek® conraclOrs, This design is based only upon paraNnetofSlinowd, andis foran mdlylduaE hulloing @omlpanenlnot a IM51 &"lam. Before use, the building designer mull v" the applicability of design paramelo is and property Ihcorpornla thls:desrgll inla 1I1e overall I building poslgn. Bracing indicated Is to prevent buckl1bg oflndividual truss web and/or chord members only Addillonal temporary and pormarlant bracing le always raquirod for slaMilty and to pfevent collapeo with possible peesonel fnfmy and property damage. For general guidance regarding the 16023Swingley Ridge Rd la6dcahon, stmmgo, dallvary, arecllon end bmclnrg of busses and truss syslem6. we ANSVTPII Quality Criteria and DSB-22 available from Truss Plate Institute (www,tpinst org) Chesterfield, MO 63017 and BCSI Building cvrrlpdnenl Safely Infomwlfon avodable from the Slructuml Buihling Component Association (www,sbcscomponents.com) 314.434 1200 / MiTek-US,com FJo-1 b Truss 1537784 T36 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, -1-0-0 7-4-7. 1-0-0 7-4-7 ec O co W N a O .t4 N M �I lel n 7 0 r i i• 4x4 = Truss Type Rt Y Ply Piggyback Base _ 1 L1 J -b Reference (optional) Run: 6.63 S Jul 26 2023 Print: 6.630 S Jul 26 2023 MiTek Industries, Inc. Tue Sep 05 11:19:27 ID:IOFERc4gmKCs7wyUdRTgfCypXZR-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 14-4-0 19;5-0 23-5-0 23-11-0_ 29-0-0 4.0-0 0-6-0 5-1-0 7-4-7 _ { 7-4-7 Scale = 1:67 5 Plate Offsets (X, Y): [5:0-3-12,0-2-0], [6:0-3-12,0-2-0], [7:0-2-4,0-2-0] Loading (psf) Spacing 2-0-0 TCLL (roof) 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0• Rep Stress Incr YES BCDL 10.0 Code FBC2020 LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING 4x6= TOP CHORD Structural wood sheathing directly applied or 5x6- 3-1-12 oc purlins, except PLATES GRIP 2-0-0 oc purlins (4-8-1 max.): 5-6, 7-8. .5 19 20 6 WEBS 1 Row at midpt 3-15, 6-13, 6-15 REACTIONS (size) 2=0-5-8, 10=0-5-8 Max Horiz 2=-409 (LC 10) Weight: 213 Ib FT = 20% Max Uplift 2=-675 (LC 12), 10=-683 (LC 13) Max Grav 2=1459 (LC 19), 10=1461 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-2042/949, 3-5=-1557/858, 5-6=-1222/802, 6-7=-1814/1124, 7-8=-14821854,8-9=-18021913, 9-10=-2128/987, 10-11=0/32 812 3x6.. 2-17=-805/1860, 15-17=-805/1860, 13-15=-295/1191, 12-13=-691/1692, 10-12=-691/1692 WEBS 3-17=0/294, 3-15=-698/555, 5-15=-238/619, 1� 7-13=-833/547, 8-13=-224/587, 9-13=-427/372, 9-12=0/191 NOTES *4 this design, R 3 I -LE=J 17 16 15 23 2x411 3x6= 3x6= 7-4-7 _ { 7-4-7 Scale = 1:67 5 Plate Offsets (X, Y): [5:0-3-12,0-2-0], [6:0-3-12,0-2-0], [7:0-2-4,0-2-0] Loading (psf) Spacing 2-0-0 TCLL (roof) 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0• Rep Stress Incr YES BCDL 10.0 Code FBC2020 LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or in (loc) 3-1-12 oc purlins, except PLATES GRIP 2-0-0 oc purlins (4-8-1 max.): 5-6, 7-8. BOT CHORD Rigid telling directly applied or 6-3-8 oc 52 13-15 bracing. WEBS 1 Row at midpt 3-15, 6-13, 6-15 REACTIONS (size) 2=0-5-8, 10=0-5-8 Max Horiz 2=-409 (LC 10) Weight: 213 Ib FT = 20% Max Uplift 2=-675 (LC 12), 10=-683 (LC 13) Max Grav 2=1459 (LC 19), 10=1461 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-2042/949, 3-5=-1557/858, 5-6=-1222/802, 6-7=-1814/1124, 7-8=-14821854,8-9=-18021913, 9-10=-2128/987, 10-11=0/32 BOT CHORD 2-17=-805/1860, 15-17=-805/1860, 13-15=-295/1191, 12-13=-691/1692, 10-12=-691/1692 WEBS 3-17=0/294, 3-15=-698/555, 5-15=-238/619, 6-13=-573/946, 6-15=-180/252, 7-13=-833/547, 8-13=-224/587, 9-13=-427/372, 9-12=0/191 NOTES 1) Unbalanced roof live loads have been considered for this design, 14-5_12 23-3-4 7-1-5 8-9-8 4x12= 217 8 v' 2414 13 3x6= 4x12= CSI I DEFL TC 081 Vert(LL) -0 BC 0.91 Vert(CT) -0 WB 0.78 Horz(CT) 0 ITP12014 Matrix -S 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat, ll; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) -1-1-0 to 2-4-2, Interior (1) 2-4-2 to 14-4-0, Exterior(2R) 14-4-0 to 17-9-2, Interior (1) 17-9-2 to 19-5-0, Exterior(2R) 19-5-0 to 22-10-2, Interior (1) 22-10-2 to 23-11-0. Exterior(2R) 23-11-0 to 27-4-2, Interior (1) 27-4-2 to 35-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 675 Ib uplift at joint 2 and 683 Ib uplift at joint 10, 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord, LOADCASE(S) Standard T31484434 Page: 1 { 3430 310 5-3-0 1-0-0 22 3x6,, 12 2x4 n 10 4x4= �,1�{111!!!1j► ,t■■■'so-lus CFF'►f�. ■v■ ';G�►V.' `fir 34869. ,k 41 Z -fill 111111 WJJ"i,,k Jnllnv LeePE 1n.34869 I �11Tek tree. ❑hA Illflrk irtir[ l�f_ lir1 rF, �-4 16023 Swingler Rk]ge RJ: Chesterneld. -1 r1 F0 011 ,' Male: September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev- 1/212023 BEFORE USE. Design valld far use only with MiTeM cunnedom Thrg daslgn is based only upon peramejers shown, and is for an Individual bullgng companent, not a buss system Before use, the building dasigaer musl verify the apMeability, of design pnrnmMem and properly incorporate this deslgn into loo overall MiTek' bulldlK design. Braqfng Indicated Is to prevanl audcling of Indlvidaal truss web andlnr chofp members only. Addillonal temporary and perrrwnem bracing Is always mqulfeo fofsµbllXy and 16 prevent collapse wllh possible peisonal in]ury and property damage. For general guidance ragartling the 16023 Swingley Ridge Rd fabricrdltin-storage, dollwey, &action and bracing of Irusws and Imss kyslems, see ANSVrPl1 Quality Crltella and DSB-22 avallabia from Truss Plate Institute (www Ipinst org) Chesterfield, MO 63017 and SCSI Sulidinq Component Barely Information avallable from Ilia Sinrciuml Building Component Association (www sbescomponents com) 314 434,1200 1 MiTek-UScom - 29-0-0 34-3-0 5=$•12 -I - { 5-3-0 in (loc) I/deft L/d PLATES GRIP 32 13-15 >999 240 MT20 244/190 52 13-15 >784 180 08 10 n/a n/a Weight: 213 Ib FT = 20% �,1�{111!!!1j► ,t■■■'so-lus CFF'►f�. ■v■ ';G�►V.' `fir 34869. ,k 41 Z -fill 111111 WJJ"i,,k Jnllnv LeePE 1n.34869 I �11Tek tree. ❑hA Illflrk irtir[ l�f_ lir1 rF, �-4 16023 Swingler Rk]ge RJ: Chesterneld. -1 r1 F0 011 ,' Male: September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev- 1/212023 BEFORE USE. Design valld far use only with MiTeM cunnedom Thrg daslgn is based only upon peramejers shown, and is for an Individual bullgng companent, not a buss system Before use, the building dasigaer musl verify the apMeability, of design pnrnmMem and properly incorporate this deslgn into loo overall MiTek' bulldlK design. Braqfng Indicated Is to prevanl audcling of Indlvidaal truss web andlnr chofp members only. Addillonal temporary and perrrwnem bracing Is always mqulfeo fofsµbllXy and 16 prevent collapse wllh possible peisonal in]ury and property damage. For general guidance ragartling the 16023 Swingley Ridge Rd fabricrdltin-storage, dollwey, &action and bracing of Irusws and Imss kyslems, see ANSVrPl1 Quality Crltella and DSB-22 avallabia from Truss Plate Institute (www Ipinst org) Chesterfield, MO 63017 and SCSI Sulidinq Component Barely Information avallable from Ilia Sinrciuml Building Component Association (www sbescomponents com) 314 434,1200 1 MiTek-UScom Job Truss Truss Type Qty ply 3537784 T37 Pi Piggyback Base 1 T31484435 _ Job ReferB _ noe [optionai) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8,63 S Jul 28 2023 Print: 8,630 S Jul 28 2023 MiTek Industries, _ Inc- Tue Sep 05 11:19:28 Page: 1 ID:iRIVgLa4Kky7d8?WSBCBDZypXXU-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f -1-0-0 7-4-7 - 1-0-0 7-4-7 14-4-0 19-5-0_ 22-1.022-7 0 I' - 6-11-9 28"8-0.- 34-3-0 353- 5-1-0 2-8-0 0-6-0 5-17-R 5-6-0 �-0 0 4x6= 5x6= - 5 19. 78 6 N 12 ri 402= 0 8 F_ 3x6 ,7 0 17 3x8:4 I �© (O N N 3 _ 1 P Lhi O Oo 00 9 o 1116 4x4 = 15 14 21 22 13 12 2x4 r1 3x6= 3x8= 5x12= 4x4 = 2X4 7-4-7 14-5-12 21-11-4 28-6-0 34-3-0 7-4-7 7-1-5 7-5-86-6-12 5-9-0 = Scale 1:64.8 Plate Offsets (X, Y): [5:0-3-12,0-2-0], [6:0-3-12,0-2-0], [7:0-2-4,0-2-0], [13:0-4-12,0-3-0] - Loading (P-0Spacing 2-0-0 CSI DEF[ in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1,25 TC 0,81 Vert(LL) -0,21 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1,25 BC 0,73 Vert(CT) -0.34 13-14 >999 180 BCLL 0.0• Rep Stress Incr YES WB 0-71 Horz(CT) 0.09 10 n/a n/a BCDL 10.0 Code FBC2020/rPI2014 �Matrlx-S Weight: 217Ito FT 20% LUMBER 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) TOP CHORD 2x4 SP No.2 Vasd=101 mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; BOT CHORD 2x4 SP No.2 Cat. ll; Exp D; Enclosed; MWFRS (envelope) exterior WEBS 2x4 SP No,3 zone and C -C Exterior(2E) -1-1-0 to 2-4-2, Interior (1) BRACING 2-4-2 to 14-4-0, Exterior(2R) 14-4-0 to 17-9-2, Interior TOP CHORD Structural wood sheathing directly applied or (1) 17-9-2 to 19-5-0, Exterior(2E) 19-5-0 to 22-1-0, 3-1-13 oc purlins, except Interior (1) 22-1-0 to 22-7-0, Exterior(2R) 22-7-0 to 2-0-0 oc purlins (4-10-3 max): 5-6, 7-8. 26-0-2, Interior (1) 26-0-2 to 35-4-0 zone;C-C for BOT CHORD Rigid ceiling directly applied or 6-3-8 oc members and forces & MWFRS for reactions shown; bracing. Lumber DOL=1.60 plate grip DOL=1-60 WEBS 1 Row at midpt 3-14, 6-13, 6-14 3) Building Designer / Project engineer responsible for REACTIONS (size) 2=0-5-8, 10=0-5-8 verifying applied roof live load shown covers rain loading Max Horiz 2=409 (LC 11) requirements specific to the use of this truss component. Max Uplift 2=-675 (LC 12), 10=-683 4) Provide adequate drainage to prevent water ponding. (LC 13) 3) 5) This truss has been designed for a 10.0 psf bottom Max Graft 2=1455 (LC 19), 10 -683 (LC chord live load nonconcurrent with any other live loads. FORCES (lb) - Maximum Compression/Maximum 6) ' This truss has been designed for a live load of 20-Opsf Tension on the bottom chord in all areas where a rectangle TOP CHORD 1-2=0/32, 2-3=-2037/930, 3-5=-1541/831, 5-6=-1209/796, 3-06-00 tall by 2-00-00 wide will fit between the bottom 6-7=-1665/1028, 7-8=-1373/814, 8-9=-1707/872, chord and any other members, with BCDL = 10.Opsf. 7) All bearings are assumed to be SP No.2 pus LE�cJJJ� 9-10=-2116/954, 10-11=0/32 crushing Lt�� � Jim BOT capacity of 565 psi. �% .• Ci CHORD 2-16=-804/1856, 14-16=-804/1856, 8) Provide mechanical connection (by others) of truss to ��� .••�,� $�••• � 12-14=-660/1682, 10-12=-660/1682 bearing plate capable of withstanding 675 Ib uplift at 0 WEBS 3-16=0/305, 3-14=-709/553, 5-14=-234/605, joint 2 and 683 Ib uplift at joint 10.N 34869 6-13=-539/873, 6-14=-179/238, 9) Graphical purlin representation does not depict the size * ;• f ; * r 7-13=-587/340, 8-13=-127/443, or the orientation of the purlin along the top and/or - 1 9-13=-536/433, 9-12=0/241 bottom chord, = NOTES LOAD CASE(S) Standard 1) Unbalanced roof live loads have been considered for : 0•.� •• this design. cl� • ti•❑ r+fi� • �~ 11� r*tIV.'1►0 � AIl Arlin � Lcr PE N n. •14116v 14rrrek IRr, l7RA Au-rek i •5A F1- Cert FR14 161123 5tvfagiwy RldRr Rd: Chrslcrnrld, 11[1 611117 Dale; September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. IIV2023 BEFORE USE. Design valid for use only wrin Mrral connaclu[5 This design is based only upon pamrnelerszhown.'nd is for an Indivftluat buwIng tompomm�l. not MiTek' e truss systo M. Before use, the bullding designer rluel Wrlfy the mppllcahiilly Ef deslga parahno%rs and property lncorporain this dasrgn Info be overall building design Bracing inAicated ig to prevent buckling Of indWual Imss web ar4w chord manWers an ly- Addition nl Iamporary end permanent bred ng 15 always mqused lar stsd10ly and 10 fan vent eallapse with poaslMe pemoul Injury and prapony da1r1AA0gep, FvrganB hal guldan0e rays rdlnp the 16023 Swingley Ridge Rd rabdcallon, storage, dalluery, nrecHan and brasing of Irusses and tmss syslerns, see ANairrP i qu9{1ty critenla ahsd Dae -22 evmlWhhe from Truss Plate Institute (www-IpinsLorg) Chesterfield, MO 83017 and BC 01 9ugding Cumponom Safety Information avatia Ole rrom the SIn tri ural Bulk! Ing Component Assvcinitan (%mv.ebcacomparlanls-[am) 314Cheste 00 / Mi O 630 cam Job Truss I Truss Type 3537784 T38 I Piggyback Base Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, 'lo 1 C0 o a, tir- ro 66 -1-0-0 F 1- 1-0-0 n 2 v7: 1 0 4x4= Qty -f Ply — I I 11 _ Jab Reference (Optional) T31484436 Run: 8 63 S Jul 28 2023 Print: 8 630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:19:28 Page: 1 I D: N WUOCK7Rwz6M 1 HSUeJQ7efypXP1-RfC7PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC7f 21-3-0 7-4-7 +_ 14-4-0 19-5-0 20-9-0 { 27.6-0 34-3-0 7-4-7 6-11-9 — 5-1-Q -- - -- 6 3 0 - — - -- nn 812 3x6 i. 3x6 •o 1$ 4 3� s 18 2x4 u 1-4-0 6-9-0 0-6-0 5x12= 4x6= 5x6= b 20. 21 6 78 ylI r 3x6,. 1 229 �. 3x6 ;y 4 P4' If 3�__1 1-0-0 17 16 23 24 15 14 13 12 4x4 3x6= 3x6= 5x12= 2x411 3x6 = LUMBER 7-4-7 14-5-12 — 20-7-4 2x4 SP No,2 27-6-0 -- - BOT CHORD - 34-3-0 Scale= 1:73.4 Cat. ll; Exp D; Enclosed; MWFRS (envelope) exterior 7-4-7 7-1-5 6-1-8 zone and C -C Exterior(2E) -1-1-0 to 2-4-2, Interior (1) 6-10-12 6-9-0 i Plate Offsets (X, Y): [5:0-3-12,0-2-0], [6:0-3-12,0-2-0], [7:0-1-12,0-2-4], [15:0-5-8,0-2-4] (1) 17-9-2 to 19-5-0. Exterior(2E) 19-5-0 to 20-9-0, 3-2-1 oc purlins, except Interior (1) 20-9-0 to 21-3-0, Exterior(2R) 21-3-0 to - Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deb L/d [ PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.14 15-16 >999 240 MT20 244/190 TCDL 70 Lumber DOL 1 25 BC 0.73 Vert(CT) -0.22 2-18 >999 180 FORCES BCLL 00* Rep Stress Incr YES WB 0.83 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -S chord and any other members, with BCDL = 10.Opsf. 7-8=-1268/794, 8-10=-1591/854, 7) All bearings are assumed to be SP No.2 crushing Weight: 221 Ib FT = 20% LUMBER 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) TOP CHORD 2x4 SP No,2 Vasd=101 mph; TCDL=4.2psf; BCDL=3.Opsf; h=251L; BOT CHORD 2x4 SP No.2 Cat. ll; Exp D; Enclosed; MWFRS (envelope) exterior WEBS 2x4 SP No.3 zone and C -C Exterior(2E) -1-1-0 to 2-4-2, Interior (1) BRACING 2-4-2 to 14-4-0, Exterior(2R) 14-4-0 to 17-9-2, Interior TOP CHORD Structural wood sheathing directly applied or (1) 17-9-2 to 19-5-0. Exterior(2E) 19-5-0 to 20-9-0, 3-2-1 oc purlins, except Interior (1) 20-9-0 to 21-3-0, Exterior(2R) 21-3-0 to 2-0-0 oc purlins (4-11-5 max.): 5-6, 7-8. 24-8-2, Interior (1) 24-8-2 to 35-4-0 zone;C-C for BOT CHORD Rigid ceiling directly applied or 6-3-8 oc members and forces & MWFRS for reactions shown; bracing. Lumber DOL=1.60 plate grip DOL=1.60 WEBS 1 Row at midpt 3-16, 6-16, 7-15 3) Building Designer / Project engineer responsible for REACTIONS (size) 2=0-5-8, 11=0-5-8 verifying applied roof live load shown covers rain loading Max Horiz 2=410 (LC 11) HUpliftoriz requirements specific to the use of this truss component. Max 2=-675 (LC 12), 11=-683 (LC 13) LC 3) 4) Provide adequate drainage to prevent water ponding. Max Graft 2=1449 (LC 19), 11=1447 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. FORCES (lb) - Maximum Compression/Maximum 6) ' This truss has been designed for a live load of 20.Opsf Tension on the bottom chord in all areas where a rectangle TOP CHORD 1-2=0/32, 2-3=-2050/930, 3-5=-1525/834, 3-06-00 tall by 2-00-00 wide will fit between the bottom 5-6=-1195/797, 6-7=-1465/941, chord and any other members, with BCDL = 10.Opsf. 7-8=-1268/794, 8-10=-1591/854, 7) All bearings are assumed to be SP No.2 crushing 10-11=-2075/936, 11-12=0/32 capacity of 565 psi. BOT CHORD 2-18=-804/1851, 16-18=-804/1851, 8) Provide mechanical connection (by others) of truss to 15-16=-290/1191, 13-15=-629/1645, bearing plate capable of withstanding 675 Ib uplift at 11-13=-629/1645 joint 2 and 683 Ib uplift at joint 11. WEBS 3-18=0/315, 3-16=-720/552, 5-16=-232/592, 9) Graphical purlin representation does not depict the size 6-15=-474/763, 6-16=-181/223, or the orientation of the purlin along the top and/or 7-15=-328/174, 8-15=-138/327, bottom chord. 10-15=-641/491, 10-13=0/292 LOAD CASE(S) Standard NOTES 1) Unbalanced roof live loads have been considered for this design, ... E IV R 34869 po op �rltu�str Ju gna 1"cr PE Nu. d4869 Mil-ek lac. IMA NJ l'i'ck i :NA Fl.(4,166.14 Ir623 tilviaple�RidpnHd. ["hnlerneld, 3SC1 L3017 n111e: September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 11212023 BEFORE USE. Design valid for use only wl h MiTekW cannecJors" Thls design is based only upon parameters shown, end Is for en Individual bullvnq urnpment, nal I �� � a truss Sysla M. Before use, the buildlrrll designer must verify the applicabilily of deslgn paremetels and properly incorporate ibis deslgn Into the ove. rail buly6m47 dessgn. Bracing indicated m 10 nr0vellt h harm of individual truss web andlor ch" members fl"Aelddionmi temporary and pormamni IrrnrJng ,s 8Ways mqulr ad for sip hildy and Io prevent cape Pse wdh Possible personYi inlmy and prepeny damage Frx gonnral grlidanw ragarding the 16023 Swingley Ridge Rd. fobrmallon, storage, dellvery, orechnn and brarang of Irusses and truss systoms, see ANSIrrPl1 quality Criteria and 080-22 ovellabfa from Truss Plate Ins0lute (www -pins) org) -hes lerfield, MO 63017 and SCSI sulks ng Component Safety Infori llan avaltable from Iha Slrlltlllrnl Building Component Association (www sbcscomponents com) 314.434.1200 / MiTek-US. com Job Truss Truss Type Qty 7 Ply 3537784 T39 Roof Special t 1731484437 _ _ . Joh Reference (aplionai) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8.63 S Jul 28 2023 Print: 8,630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:19:29 Page: 1 I D: Djlh_al8S9?KrOJfRdbDjhypXKy-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f -1-0-0 7-4-7 20-1-8 15-4-0 18-5-0 }9-7-5 26-11-13 34-3-0 35-3-0 -4- 1-0-0 77 741-9 3-1-0 1-2-8 1 6-10-5 7 3 3 1-0-0 0-6-0 8x12 = 4x6= 5x6= N .- 5 6 o f or, 12 ! 78 d 8r 3x60 19 Bg'o 20 3x611 4 9 3x6,. 7 n 0) N 01 3 ./r 10 2 1 �i 12 4x4 = 8 17 16 21 12215 4 13 4 2x411 .44- 3x8= 4x12= 3x6= 2x411 4x4 = - -- 7-4-7 - — -- 15-5-12 19-5-12 -� 26-11-13 - 34-3-0 7-4-7 Scale= 1:72.8 8-1-5 4-00 7-&1 - - 7-34 Plate Offsets (X, Y): [5:0-3-12,0-2-0], [6:0-3-12,0-2-0], [70-1-12,0-2-4] Loading (psf) Spacing 2-0-0 DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 200 Plate Grip DOL 1.25 0.91 FTESBI Vert(LL) -0,14 16-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 0.75 Vert(CT) -0.28 16-18 >999 180 BCLL 0.0• Rep Stress Incr YES 0.48 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC202orrPI2014 I Matrix-S Weight: 228 Ib FT = 20% LUMBER 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) TOP CHORD 2x4 SP No.2 Vasd=101 mph; TCDL=4.2psf; BCDL=3,Opsf; h=25ft; BOT CHORD 2x4 SP No.2 Cat, ll; Exp D; Enclosed; MWFRS (envelope) exterior WEBS 2x4 SP No.3 zone and C-C Exterior(2E) -1-1-0 to 2-4-2, Interior (1) BRACING 2-4-2 to 15-4-0, Exterior(2E) 15-4-0 to 19-7-8, Interior TOP CHORD Structural wood sheathing directly applied or (1) 19-7-8 to 20-1-8. Exterior(2R) 20-1-8 to 23-6-10, 2-2-0 oc purlins. Interior (1) 23-6-10 to 35-4-0 zone;C-C for members and BOT CHORD Rigid ceiling directly applied or 6-2-2 oc forces & MWFRS for reactions shown; Lumber bracing. DOL=1.60 plate grip DOL=1.60 WEBS 1 Row at micipt 3-16, 10-15, 7-15, 6-16, 3) Building Designer / Project engineer responsible for 6-15 verifying applied roof live load shown covers rain loading REACTIONS (size) 2=0-5-8, 11=0-5-8 requirements specific to the use of this truss component. Max Horiz 2=437 (LC 11) 4) Provide adequate drainage to prevent water ponding. Max Uplift 2=-685 (LC 12), 11=-692 (LC 13) 5) This truss has been designed for a 10.0 psf bottom Max Grav 2=1473 (LC 19), 11=1468 (LC 20) chord live load nonconcurrent with any other live loads. ' 6) This truss has been designed for a live load of 20,Opsf FORCES (lb) - Maximum Compression/Maximum on the bottom chord in all areas where a rectangle Tension 3-06-00 tall by 2-00-00 wide will fit between the bottom TOP CHORD 1-2=0/32, 2-3=-2064/932, 3-5=-1456/805, 5-6=-1127/790, chord and any other members, with BCDL = 10,Opsf. 11j111 f 111 ��1'r 6-7=-1369/932, 7-8=-1181/777, 8-10=-1502/834, 7) All bearings are assumed to be SP No.2 crushing► �, \\_JUS tL�t['r�It 10-11=-2049/928, capacity of 565 psi. ;;�� �\ rr� 11-12=0/32 BOT CHORD 2-18=-847/1922, 8) Provide mechanical connection (by others) of truss to �� E• ' C N 5'� •.• 16-18=-847/1922, bearing plate capable of withstanding 685 Ib uplift at �� : V� r 15-16=-284/1191, 13-15=-592/1619, joint 2 and 692 Ib uplift at joint 11. • 11-13=-592/1619 LOADCASE(S) Standard WEBS 3-18=01344, 3-16=-793/601, 5-16=-231/574, 1k �• '34869 + 10-15=-721/540,10-13=0/329, 7-15=-285/162, 6-16=-216/257, '10y AZ 6-15=-530/746, 8-15=-129/281 4 NOTES ip ��� 1) Unbalanced roof live loads have been considered for rir _ •,.0 [r •% this design. '. Q 0, ti .+ Jul lnv I.er PI: No. 'S48b7.1 3liTvk bic. DRA N11401-SA l F'1. Ci rl 6rsl4 16023 S.1upley Ridge Rd, 1:1—terhPIPI—MP 03017 Dnte: .. .... September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1/2/2023 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design Twirmetesand properly Incorporate this design into the overall MiTek" building design Bracing indicated is to prevent buckling of individual truss web and/orchord members only. Additional temporary and permanent bracing n akvays required for.stahillly and Ie prevnnl coaapsn with p0imible personal Injury and property damage. For pegnfdl guidance regarding the 16023 Swingley Ridge Rd fahm'"on, store". dellvery, erection and bradng.pl trussus andtruss 3y5tems,.see ANBUTPII Quality Criteria end DSB-22 available from Truss Plate Institute (www.tpinsl.org) and SCSI Building Component safety Information available from Ike Sbuciuml Building Component Association (www sbcscomponents.com) Chesterfield, MO 63017 314.434.1200 / MiTek-US.com Jd� Truss 3537784 T40 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Scale = 1:33,2 Truss Type Qty Ply Monopitch Girder _ _ 1 � Job Reference.{optional) Run: 8-63 S Jul 28 2023 Print: 8,630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:19:30 I D:3yEf WuBZ1 uJc jmztmAwZjlypXJo-R rC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4,JC7f — - 6-0-0 -I 2x4 a - 2 ,2 8 I 3 oS 4 5 3x4 = 2x4 a Loading (psf) Spacing 2-0-0 TCLL (roof) 20.0 Plate Grip DOL 1-25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0` Rep Stress Incr NO BCDL _ 10.0 6 Code FBC LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=0-5-8, 3= Mechanical Max Horiz 1=240 (LC 8) Max Uplift 1=-81 (LC 8), 3=-263 (LC 8) Max Grav 1=286 (LC 1), 3=379 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-156/95, 2-3=-193/234 BOT CHORD 1-3=0/0 NOTES 1) Wind: ASCE 7-16; Vul1=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. 11; Exp D; Enclosed; MWFRS (envelope) exterior zone; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) Bearings are assumed to be: Joint 1 SP No.2 crushing capacity of 565 psi, Joint 3 SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 Ib uplift at joint 1 and 263 Ib uplift at joint 3. NAILED NAILED NAILED 6-0-0 CSI DEFL in TC 0.76 Vert(LL) -0.02 BC 0.24 Vert(CT) -0,04 WB 0.00 Horz(CT) n/a 2020/TPI2014 Matrix -P 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148'x3.25') toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 Ib down and 24 Ib up at 5-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B), LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (Ib/ft) Vert: 1-2=-54, 1-3=-20 Concentrated Loads (lb) Vert: 3=-75 (F), 4=-68 (F), 5=-68 (F) T n 4 (loc) I/deft L/d PLATES 1-3 >999 240 MT20 1-3 >999 180 - n/a n/a T31484438 GRIP 244/190 Weight: 30 lb FT=20°x6 Page: 1 1111 jIJL1US+ LFIt�•,�,,. �.GE1vS. '. 34869 ❑ ,s .0R..o,�• .lrrllni L"PF_ NP44867.1 N11F0f 11K )9A NIITVk VSA .1619123 5nin glry Rldge Rd. Chr.lern3 ld, ►r0 6.3017 Dal.: September 6,2023 ,A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 112/2023 BEFORE USE. . Design used for use only with MITek® cunneclom. This design is based only upon paramatms shown, and S tar an llld,vldual building oumponem, nol M r � T� k', a tmss system. Before use, the building deslgner must vodfy the applicability of design peoomalors and properly fncarpomla this design Into like nwerall bulydaly design. Brming Indicated Is to Prevent hackling of Individual truss web and/or clwm membars Only. AW00nal lemporary and pemlanool brang ci V always requlrad rorstabslgy and to prevent cowapm well passible personal Injury and propmlyy damage. For general guldance regarding the 16023 Swingley Ridge Rd tabricaimn, storage, delivery, braclian and hmaing at Irussesand truss Systems, see ANSbTPl1 Rualily Craeda and 080-22 av6abla from -rN5$ Plote Institute (www,lptnst org) — Chesterfield, MO 63017 arid SCSI BLIMIna Component Safely Information available from Iho Struclurel Building Component Association (www-sbcscomponents-com) 314,434.1200 / MiTek-US.com J Job Truss Truss Type Qty ply — - - — - - 3537784 T41 Roof Special Girder f 12 T31484439 1111 JobReferencaLoptional Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:19:31 Page: 1 I D:Zgea6olpl6HKMtxYmovdj6ypXGK-RfC?PSB7OHg3NSgPgnL8w3ulTXbGKWrc Doi7J4zJC?f 1-0-0 6-0-0 10-9-4 15-4-12 20-2-0 21'2'0 - 27-3-0 34-3-0 35-3-0 1-0-0 6-0-0 4-9-4 4.7-8- 4-9-4- 1-0-0 _ - 6-1-0 { 7.0.0 — 1.0.0 NAILED NAILED NAILED NAILED 8x10= NAILED NAILED NAILED NAILED NAILED 5x6= 4x6= 12 NAILED 4x6= 3x4= 3x4= 7 2425 26 8 NAILED o 81 3 19 20 21 4 22 5 f ff mr¢n=iuf — _ r l• �. .� NAILED �' �l 27 MLED. IL'• +; Illi c'), r- 1+ 17 2t3 v7 2 1 — -- F u ! rn. hi_ #;I _ �� -- i.i.inlloa f �o ` 1 29 30 1611 _rl� 32 33 15 14 34 35 36 1337 _�- gll 10 123839 40 11 41 42 t " 8x8 4x4= 4x6= 7x8= 4x6= 6x8= 3x6,, NAILED NAILED NAILED NAILED 3x4_ NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED HTU26 NAILED - 6-1-12 — 13-1-0_ 20-0-4 --- - - - 27-1-4 34-3-0 .1 -� - 6-1-12 8.11.4 611 4- 71 0 71 12 Scale = 1:63 9 Plate Offsets (X, Y): [2:0-2-0,0-1-8],[3:0-3-12,0-2-0],[7:0-7-8,0-1-12],[8:0-3-12,0-2-0],[9:0-2-0,0-1-8],[11:0-3-8,0-4-0],[13:0-4-0,0-1-12] Loading (psf) Spacing 2-0-0 CSI I DEFL in (loc) IIdefl L/d PLATES GRIP TCLL (roof) 200 Plate Grip DOL 1.25 TC 0,76 Vert(LL) 0.41 13-14 >978 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.39 13-14 >999 180 BCLL 0.0• Rep Stress Incr NO WB 0.83 Horz(CT) 0.08 9 nla nla BCDL - 10.0 Code - FBC2020/TPI2014 I Matrix-S Weight: 408 Ib FT = 20% LUMBER 2) All loads are considered equally applied to all plies, Concentrated Loads (lb) TOP CHORD 2x4 SP No.2 except if noted as front (F) or back (B) face in the LOAD Vert: 8=-59 (F), 15=-37 (F), 11=-19 (F), 17=-39 (F), BOT CHORD 2x6 SP No.2 CASE(S) section. Ply to ply connections have been 19=-100 (F), 20=-100 (F), 21=-100 (F), 22=-92 (F), WEBS 2x4 SP No.3 provided to distribute only loads noted as (F) or (B), 24=-59 (F), 25=-59 (F), 26=-59 (F), 28=-53 (F), BRACING unless otherwise indicated. 29=-94 (F), 30=-155 (F), 31=-37 (F), 32=-37 (F), TOP CHORD Structural wood sheathing directly applied or 3) Unbalanced roof live loads have been considered for 33=-37 (F), 34=-321 (F), 35=-273 (F), 36=-223 (F), 4-7-12 oc purlins. this design, 37=-121 (F), 38=-19 (F), 39=-19 (F), 40=-19 (F), BOT CHORD Rigid ceiling directly applied or 6-10-3 oc 4) Wind: ASCE 7-16; Vult=130mph (3-second gust) 41=-169 (F), 42=-131 (F) bracing. Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; REACTIONS (size) 2=0-5-8, 9=0-5-8 Cat. Il; Exp D; Enclosed; MWFRS (envelope) exterior Max Horiz 2=215 (LC 7) zone; Lumber DOL=1.60 plate grip DOL=1 60 Max Uplift 2=215 (LC 8), 9=-2049 (LC 8) 5) Building Designer / Project engineer responsible for Max Grav 2=2583 (LC 1), 9=2577 (LC 16) verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. FORCES (lb) - Maximum Compression/Maximum 6) Provide adequate drainage to prevent water ponding. Tension 7) This truss has been designed for a 10.0 psf bottom TOP CHORD 1-2=0135, 2-3=-3989/3407, 3-4=-327012964, chord live load nonconcurrent with any other live loads. 4-5=-5437/4801, 5-6=-5492/4862, 8) ` This truss has been designed for a live load of 20.Opsf 6-7=-6547/5799, 7-8=-3204/2781, 8-9=-3872/3262, on the bottom chord in all areas where a rectangle 11 9-10=0/35 BOTCHORD 2-16=-2771/3345, 14-16=-4309/5033,►� 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. �1�� [ �t 13-14=-479815616, 11-13=-3940/4676, 9-11=-2558/3139 9) All bearings are assumed to be SP No.2 crushing % i '�•�G N s •••• ��� WEBS capacity of 565 psi. �� . 3-16=-1364/1787, 6-13=-3503/3080, 10) Provide mechanical connection (by others) of truss to �! ,••4 7-13=-3729/4340, 8-11=-127211634, bearing plate capable of withstanding 2217 Ib uplift at : 34869 7-11=-1888/1704, 4-14=-734/1064, joint 2 and 2049 Ib uplift at joint 9, * ; • 4-16=-2182/2058, 5-14=-252/309, 11) Use Simpson Strong-Tie HTU26 (20-10d Girder, •40 5-13=-153/205 11-10dxl 1/2 Truss, Single Ply Girder) or equivalent at NOTES 14-1-4 from the left end to connect truss(es) to front face w 1) 2-ply truss to be connected together with 1 Old of bottom chord_ (0.131 "x3") nails as follows: 12) Fill all nail holes where hanger is in contact with lumber. "NAILED" % •• fi� 0 4=�t Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. 13) indicates 3-1 Old (0,148"x3") or 3-12d (0.148"x3,25") toe-nails per NDS guidlines. Q R �s, • • • • • • • "��} v� Bottomch rds connected as follows: 2x6 - 2 rows LOAD CASE(S) Standard ����,� N pli staggered ne 0 1) Dead + Roof Live (balanced): Lumber Increase=1.25, `���to Web connected as follows: 2x4 - 1 row at 0-9-0 oc. Plate Increase=1.25 Jully. L-FEN rr. 34KGry , Uniform Loads (Iblft) !1i0rek hie. h11.7 LllTak 15,1 FI.Cer1 6634 Vert: 1-3=-54, 3-6=-54, 6-7=-54, 7-8=-54, 8-10=-54, 1011.3 Shin Eley Rld go Rd. Cheslrrn rid. t11) Oil 0 2-9=-20 Anse: September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 1/2/2023 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design pammlom aild properly incorporate [his design into the overall MiTek" building design Bracing indicated 13 to pravent buckling of individual truss web and/or chord lMerntim only. Addilional temporary and permanent bracing m eaveys required (drstabilty and Io prevent wimple wllb possible personal injuryand property damage. For general guidance regarding the 16023 Swingley Ridge Rd labr""ion, sterage, de9very, areallen and bracing of Irussoa lend Truss systema, sea ANSIrrPI1 Quality Criteria and DSB•22 available from Truss Plate and ecsi Building Component Sarety lafurmativn avallable from the Struclurai Building Component Association (www Institute (www,tpinsl org) Chesterfield, MO 63017 O 63017 314Chest200 / Mi Job Truss Truss Type 3537784 T42 Attic Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, -1-0-0 4-4.8 1-0-0 4-4-8 n I- 2x411 4 I 5 - CSI 15 — 17 16 3x4= 4x6= PLATES GRIP 4x8= m 12-11-4 -- - _12-0-0 TC 3-10-4 0-11-4 2 >999 240 r 47 TCDL 7.0 Lumber DOL 6 1 0.47 Vert(CT) -0.26 14-15 4x4 o 180 812 2x4 3 8-1-12 8-1-12 8-0-0 + 12-11-4 3-7-8 4-11-4 — 0y. Ply -. t — Jab Reference o tloiaal Run: 163 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:19:33 ID:tBne7hcW41J2OsN1fKz90GypXE5-RFC7PsB7OHg3NSgPgnL8w3ulTXbGKWrCDot7J4zJC9f 48 = I- 2x411 4 I 5 - CSI 15 — 17 16 3x4= 4x6= PLATES GRIP 4x8= 20.0 12-11-4 -- - _12-0-0 TC 3-10-4 0-11-4 21-3-12 8-4-8 8-1-0 3x8= 20 6 uil �i G� EI- I•I 4x4= 4x4= 4x44 21-21-12 8-4-8 26-3-0 j. .29-10-8 4-11-4 3-7-8 2x4 n 7 ri f-..+1- t 1 14 13 4x8= 4x6 = 22-3-0 26-1-4 4 3 0-11-4 -10-4 Scale = 1:65 Plate Offsets (X, Y): [2:0-3-4,0-1-10], [4:0-5-12,0-2-0], [8:0-5-12,0-2-0], [10:0-3-4,0-1-10], [14:0-1-12,0-1-12], [15:0-1-12,0-1-12] 46 = 8 12 3x4 = -4-- T31484440 Page: 1 34-3.0 35-3-0 4-4.81.0-0 2x4 �. 9 21 22 10 w T Ell 11 0 4M,. 34-3-0 8-1-12 Loading (psf) I Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 1 Plate Grip DOL 1-25 TC 0.74 Vert(LL) 0.24 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.26 14-15 >999 180 7) Ceiling dead load (10.0 psf) on member(s). 4-5, 5-7, 7-8 BCLL 0.0' Rep Stress Iner YES WB 0.47 Horz(CT) 0.06 10 n/a n/a (lb) - Maximum Compression/Maximum BCDL 10.0 I Code FBC2020(TPI2014 Matrix -S Attic -0.04 14-15 >999 360 Weight: 221 lb FT=20% LUMBER 91/ ■■,.■ 3) Building Designer / Project engineer responsible for TOP CHORD 2x4 SP No.2 'Except' 4-6,6-8:2x4 SP No.1 verifying applied roof live load shown covers rain loading BOT CHORD 2x6 SP No.2 requirements specific to the use of this truss component. WEBS 2x4 SP No.3 4) Provide adequate drainage to prevent water ponding. BRACING 5) This truss has been designed for a 10.0 psf bottom TOP CHORD Structural wood sheathing directly applied or chord live load nonconcurrent with any other live loads. •�S�QN1Ati E�■��\ 2-7-4 oc purlins. 6) " This truss has been designed for a live load of 20.Opsf BOT CHORD Rigid ceiling directly applied or 8-8-0 oc on the bottom chord in all areas where a rectangle Rale: bracing. 3-06-00 tall by 2-00-00 wide will fit between the bottom REACTIONS (size) 2=0-5-8, 10=0-5-8 chord and any other members. Max Horiz 2=241 (LC 11) 7) Ceiling dead load (10.0 psf) on member(s). 4-5, 5-7, 7-8 Max Uplift 2=-606 (LC 12), 10=-606 (LC 13) 6) Bottom chard live load (30 0 psf) and additional bottom Max Graft 2=1552 (LC 2), 10=1552 (LC 2) chord dead load (5.0 psf) applied only to room. 14-15 9) All bearings are assumed to be SP No.2 crushing FORCES (lb) - Maximum Compression/Maximum capacity of 565 psi Tension 10) Provide mechanical connection (by others) of truss to TOP CHORD 1-2=0/35, 2-3=-2391/842, 3-4=-2250/763, bearing plate capable of withstanding 606 Ib uplift at 4-5=-2617/709, 5-7=-2617/709, joint 2 and 606 Ib uplift at joint 10. 7-8=-2617/709, 8-9=-2250/763, 11) Attic room checked for L/360 deflection. BOT CHORD 9-10=-2391/843, 10-11=0/35 - 2 17- 720/1923 15 1 LOAD CASE(S) Standard 7- - -- - -51833, 14-15=-720/2617,12-14=-392/1833, 10-12=-557/1923 WEBS 4-17=-232/324, 4-15=-481/1226, 5-15=-566/332, 7-14=-566/332, 8-14=-482/1226,8-12=-233/324, 3-17=-222/282, 9-12=-222/283 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=251t; Cat. ll; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) -1-1-0 to 2-4-2, Interior (1) 2-4-2 to 8-0-0, Exterior(2R) 8-0-0 to 12-11-4, Interior (1) 12-11-4 to 26-3-0, Exterior(2R) 26-3-0 to 31-1-2, Interior (1) 31-1-2 to 35-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1,60 plate grip DOL=1-60 ■t111111111111,• QEF••,,, ■■,.■ �ouus .■ '•�. F• 3486916 441 •�S�QN1Ati E�■��\ .11111n.1_rrYLr 31114 Irv, tin.94RF9 blIA-i'll Fe4INA Fill- C -tri 663-1 16023 %-Jogtn• Rldgr Nd. Cf—te fidd, XI0 f0f?17 Rale: September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 112/2023 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not Mffek' e InASe system. Sefora use, tris building deeipner must verify the applicability ofdesign parametam an¢ property Ina0flaorate this design into the overall hudding design Bracing lndlcated is to prevent huckilng of individual truss web and/or chord merrbm only. AdeMlGOat temporary and permanent bracing Is aiwmya required for siablidy and to prevent collapse with possible personal injury and property damage For general guidance regarding the 16023 Swingley Ridge Rd fabrication, signage, delivery, erection and brsclnq of trusses and truss systems, see ANSIlTPI1 Quallty Criteria and DSB-22 available from Truss Plate Institute (www.lpinst.org) Cheslerfield, MO 63017 and BCSI Building Component Safety Infat lion available from the Structural Building Component Association (www.sbcscomponenls.com) 314-434.1200 / MITek-US.com Job 3) Building Designer / Project engineer responsible for TOP CHORD 2x4 SP No.2 *Except` 4-7:2x6 SP No.2 verifying applied roof live load shown covers rain loading Truss Truss Type Qt Ply y requirements specific to the use of this truss component. WEBS 3537784 T43 Attic 1 1 Job Reference T31484441 (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: &63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc, Tue Sep 05 11:19:33 Page: chord live load nonconcurrent with any other live loads. ID:bGcgmcN5huiKXIX4C—bOx3ypXBp-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 1 BOT CHORD _1.0-0 4-11-15 9-4-0 [ 12-11-4 21-3-12 24-11-0_ 29-3-1 34-3-0 35-3-0 bracing- 1-0-0 4-11-15 _ __ 4-4-1 3-7-4 8-4-8 3-7-4 4-4-1 4-11-15 � ] chord and any other members. Max Horiz 2=275 (LC 11) 7) Ceiling dead load (10.0 psf) on member(s). 4-5, 5-6, 6-7 1-0-0 Max Uplift 2=-619 (LC 12), 9=-619 (LC 13) 8) Bottom chord live load (30.0 psf) and additional bottom B-1-0 - - Max Grav 2=1525 (LC 2), 9=1525 (LC 2) chord dead load (5.0 psf) applied only to room. 13-14 5x8= 2x4n 2x4 5x8= FORCES (lb) - Maximum Compression/Maximum capacity of 565 psi. 4 5 19 20 21 6 7 10) Provide mechanical connection (by others) of truss to TOP CHORD 1-2=0/35, 2-3=-2330/847, 3-4=-2167/757, bearing plate capable of withstanding 619 Ib uplift at 812 4-5=-2237/675, 5-6=-2236/674, joint 2 and 619 Ib uplift at joint 9. 6-7=-2237/675, 7-8=-2167/757, 11) Attic room checked for L/360 deflection. BOT CHO 8-9=-2330/847, 9-10=0/35 LOAD CASE(S) Standard Tx4� 2X4 v ti N CE. i83 N 822 r- 17 V) 23 J 16 15 1.4 13 - - ] 10 o.L 4x46 12 11 4x4= 04= 4x4= 3x4= 4x6= 4x8= 3x4= 4x4a 4x8= 4x6= 9-2-4 9-2-4 12_-0-0 12-11-4 21-3-12 22-3"0 25-0.12 +2-9-12 P - - - i I _34-3-0 0-11-4 8'4-8 0-11-4 2.9-12 9-2-4 Scale = 1:65.2 Plate Offsets (X, Y): [2:0-2-0,0-1-14], [4:0-4-0,0-1-9], [7:0-4-0,0-1-9], [9:0-2-0,0-1-14], [13:0-1-12,0-2-0], [14:0-1-12,0-2-0] Loading (psf) Spacing 2-0-0 I CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 037 Vert(LL) 0,17 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1-25 BC 0.47 Vert(CT) -0.21 13-14 >999 180 BCLL 0.0• Rep Stress Incr YES WB 0.44 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -S Attic -0-04 13-14 >999 360 Weight: 242 Ib FT = 20% LUMBER RD 2 -16-- -735/1874, 14-16-- 3) Building Designer / Project engineer responsible for TOP CHORD 2x4 SP No.2 *Except` 4-7:2x6 SP No.2 verifying applied roof live load shown covers rain loading BOT CHORD 2x6 SP No.2 requirements specific to the use of this truss component. WEBS 2x4 SP No.3 4) Provide adequate drainage to prevent water ponding. BRACING 5) This truss has been designed for a 10.0 psf bottom TOP CHORD Structural wood sheathing directly applied or chord live load nonconcurrent with any other live loads. 3-8-6 oc purlins, 6) ' This truss has been designed for a live load of 20.Opsf BOT CHORD Rigid ceiling directly applied or 8-7-5 oc on the bottom chord in all areas where a rectangle bracing- 3-06-00 tall by 2-00-00 wide will fit between the bottom REACTIONS (size) 2=0-5-8, 9=0-5-8 chord and any other members. Max Horiz 2=275 (LC 11) 7) Ceiling dead load (10.0 psf) on member(s). 4-5, 5-6, 6-7 Max Uplift 2=-619 (LC 12), 9=-619 (LC 13) 8) Bottom chord live load (30.0 psf) and additional bottom Max Grav 2=1525 (LC 2), 9=1525 (LC 2) chord dead load (5.0 psf) applied only to room. 13-14 9) All bearings are assumed to be SP No.2 crushing FORCES (lb) - Maximum Compression/Maximum capacity of 565 psi. Tension 10) Provide mechanical connection (by others) of truss to TOP CHORD 1-2=0/35, 2-3=-2330/847, 3-4=-2167/757, bearing plate capable of withstanding 619 Ib uplift at 4-5=-2237/675, 5-6=-2236/674, joint 2 and 619 Ib uplift at joint 9. 6-7=-2237/675, 7-8=-2167/757, 11) Attic room checked for L/360 deflection. BOT CHO 8-9=-2330/847, 9-10=0/35 LOAD CASE(S) Standard -533/1753, 13-14=-579/2236, 11-13=-340/1753, 9-11=-551 /1874 WEBS 3-16=-260/334, 4-16=-255/364, 4-14=-473/1057, 5-14=-587/368, 6-13=-587/368, 7-13=-474/1057, 7-11=-255/364,8-11=-260/334 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=251t; Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) -1-1-0 to 2-4-2, Interior (1) 2-4-2 to 9-4-0. Exterior(2R) 9-4-0 to 14-2-2, Interior (1) 14-2-2 to 24-11-0, Exterior(2R) 24-11-0 to 29-9-2, Interior (1) 29-9-2 to 35-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ��ti.•��v_1u S CFF'►.� f r 34869 !ice o .R t P ,N .�r' �NAy %% 116 Ju11a. b re.Pr: "N". s4t164 S1lTck inr- t111A �N Lrh.Y'ti:+. K (.'rrl G63d 16033 Sw-ingley Ridge Rd. CbtMtorneid, MO 61017 Qgbe; September 6,2023 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 1/2/2023 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not MiTek' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or choto mont0ers only. Additional temporary and permanent bracing is always required rnr slablllty and to prevent collapse with pusBible perkmal Injury and prvpady damage For penaial guidance regarding the 16023 Swingley Ridge Rd, fabrication, storage, dellvcry, amyl Ion and booing or Trusses. and truss systnms, sae ANa rrr Pit Quality Criteria and DSB-22 available from Truss Plate Institute (www.lpinsl org) Chaslerfleld, MO 63017 and BC$I Bk011ing Component Safety InforrrWinn available from the Slrtmenal Building Component Association (www.sbcscomponents,com) 314.434.1200 / MiTek-US.com Job Truss 46 = 46 = Truss Type >999 12-11-4 22-9-4 qty Ply 11-5-12 12-0-0 f 21-3-12 22-3-0 10 3537784 - T44 Scale = 1:65.3 Attic 0-11-4 0-6-4 Plate Offsets 1. Loading Jtxl7 731484442 Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.17 _ - Reference L�tion�_ _ Run: 0.63 S Jul 28 2023 Print: 6,630 S Jul 26 2023 MiTek Industries, Inc Tue Sep 05 11:19:34 7.0 Lumber DOL 1.25BC 0,43 Vert(CT) -0.21 BCLL 0.0' Rep Stress Incr YES WB 0,67 Horz(CT) 0-06 BCDL ID:SCL4_2K9EsRionB-vEzcpWYPXB7-RfC7PsB70Hg3NSgPgnL8w3ulTXbGKWrc Doi7J4zJC7f Page: 1 LUMBER 1-0-0 5-11-15 1- -0 --- 1-0-0 5-11-15 t- 11-4-0 - 5-4-1 12'11'4 - 1---1- 17-1-8 21-3-12 22'11'0 28-3-1 34-3-0 - 1 - 35-3-0 i-� 2x6 SP No.2 Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior WEBS 2x4 SP No.3 1-7-4 4-2-4 4-2-4 1-7-4 5-4-1 5-11-15 2-4-2 to 11-4-0, Exterior(2R) 11-4-0 to 16-2-2, Interior (1) TOP CHORD Structural wood sheathing directly applied or 16-2-2 to 22-11-0, Exterior(2R) 22-11-0 to 27-9-2, 3-9-2 oc purlins. 1-0-0 BOT CHORD Rigid ceiling directly applied or 8-2-11 oc forces & MWFRS for reactions shown; Lumber bracing 8-1-0- WEBS 1 Row at midpt 20-21 3) Building Designer / Project engineer responsible for REACTIONS (size) 2=0-5-8, 10=0-5-8 4xe= 44= 2x411 04= axe= Max Horiz 2=-330 (LC 10) requirements specific to the use of this truss component. Max Uplift 2=-655 (LC 12), 10=-655 (LC 13) 4) Provide adequate drainage to prevent water ponding, 4 5 25 6 26 7 8 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, FORCES 812 6) ' This truss has been designed for a live load of 20.Opsf ti Tension n - _. -_ -,(-]; TOP CHORD 1-2=0/35, 2-3=-2222/870, 3-4=-1908/763, 3-06-00 tall by 2-00-00 wide will fit between the bottom 4-5=-1746/687, 5-6=-1993/779, chord and any other members. 3X6 7) Ceiling dead load (10.0 psf) on member(s). 20-22, 21-22 `ll 4x8= 2�q a 3X6,, 2-19=-771/1809, 18-19=-771/1809, chord dead load (5,0 psf) applied only to room, 15-16 16-18=-47311539,15-16=-43911748, 9) All bearings are assumed to be SP No,2 crushing 13-15=-331/1539,12-13=-54911776, capacity of 565 psi. 1 10-12=-549/1776 279 WEBS 3-18=-461/417, 4-18=-425/372, bearing plate capable of withstanding 655 Ib uplift at 4-16=-569/1138, 16-20=-505/353, joint 2 and 655 Ib uplift at joint 10. 5-20=-432/351, 15-21=-505/353, 1 7-21=-432/350, 8-15=-602/1138, - - ,1 00 1 28 r vT -- .-..111-] 1 �f. ,l -IJ - - I__1---- Ll - .. J), 1 i1. Go d 1 1'=j 16 - = _III, ,10 4x40 19 1817 4x0= 4x4= 4x4= 4x4= 1413 12 oZ 2X4 3x4= 4x8= 3x4= 2X4 4x4,. 8 13 I/defl 46 = 46 = 16-18 >999 12-11-4 22-9-4 15-16 5-11-15 _ 11-5-12 12-0-0 f 21-3-12 22-3-0 10 5-11-15 5-5-13 0-6--4 8-4-80 ~ r -11-4 Scale = 1:65.3 0-11-4 0-6-4 Plate Offsets (X, Y): [2:0-3-4,0-1-10], [4:0-5-12,0-2-0], [8:0-5-12,0-2-0], [10:0-3-4,0-1-10], [15:0-2-0,0-1-12], [16:0-2-0,0-1-12] Loading (psf) Spacing 2-0-0 CSI DEFL in TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.17 TCDL 7.0 Lumber DOL 1.25BC 0,43 Vert(CT) -0.21 BCLL 0.0' Rep Stress Incr YES WB 0,67 Horz(CT) 0-06 BCDL 10.0 Code FBC2020/TP12014 Matrix -S Attic -0.05 LUMBER 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) TOP CHORD 2x4 SP No.2 Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; BOT CHORD 2x6 SP No.2 Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior WEBS 2x4 SP No.3 zone and C -C Exterior(2E) -1-1-0 to 2-4-2, Interior (1) BRACING 2-4-2 to 11-4-0, Exterior(2R) 11-4-0 to 16-2-2, Interior (1) TOP CHORD Structural wood sheathing directly applied or 16-2-2 to 22-11-0, Exterior(2R) 22-11-0 to 27-9-2, 3-9-2 oc purlins. Interior (1) 27-9-2 to 35-4-0 zone;C-C for members and BOT CHORD Rigid ceiling directly applied or 8-2-11 oc forces & MWFRS for reactions shown; Lumber bracing DOL=1.60 plate grip DOL=1,60 WEBS 1 Row at midpt 20-21 3) Building Designer / Project engineer responsible for REACTIONS (size) 2=0-5-8, 10=0-5-8 verifying applied roof live load shown covers rain loading Max Horiz 2=-330 (LC 10) requirements specific to the use of this truss component. Max Uplift 2=-655 (LC 12), 10=-655 (LC 13) 4) Provide adequate drainage to prevent water ponding, Max Graft 2=1445 (LC 1), 10=1445 (LC 1) 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, FORCES (lb) - Maximum Compression/Maximum 6) ' This truss has been designed for a live load of 20.Opsf Tension on the bottom chord in all areas where a rectangle TOP CHORD 1-2=0/35, 2-3=-2222/870, 3-4=-1908/763, 3-06-00 tall by 2-00-00 wide will fit between the bottom 4-5=-1746/687, 5-6=-1993/779, chord and any other members. 6-7=-1993/779, 7-8=-1746/681, 7) Ceiling dead load (10.0 psf) on member(s). 20-22, 21-22 8-9=-1908/763, 9-10=-2222/871, 10-11=0/35 8) Bottom chord live load (30.0 psf) and additional bottom BOT CHORD 2-19=-771/1809, 18-19=-771/1809, chord dead load (5,0 psf) applied only to room, 15-16 16-18=-47311539,15-16=-43911748, 9) All bearings are assumed to be SP No,2 crushing 13-15=-331/1539,12-13=-54911776, capacity of 565 psi. 10-12=-549/1776 10) Provide mechanical connection (by others) of truss to WEBS 3-18=-461/417, 4-18=-425/372, bearing plate capable of withstanding 655 Ib uplift at 4-16=-569/1138, 16-20=-505/353, joint 2 and 655 Ib uplift at joint 10. 5-20=-432/351, 15-21=-505/353, 11) Attic room checked for L/360 deflection. 7-21=-432/350, 8-15=-602/1138, - - LOAD CASE(S) Standard - --449/407, 9-13--463/419, 20-22=-147/107, 21-22=-147/107, 3-19=0/245, 9-12=0/245, 5-22=-415/578, 6-22=-66/159, 7-22=-414/578 NOTES 1) Unbalanced roof live loads have been considered for this design. 28-3-1 _ 34-3-0 5-5-13 5-11-15 (loc) I/defl L/d PLATES 16-18 >999 240 MT20 15-16 >999 180 10 n/a n/a 15-16 >999 360 1 Wefght' 279 lb GRIP 244/190 FT = 20% .,"%I IIIIIIII'l,• Ott.► �vL1U 5 CFE'•r•+ Nl\ 00 34869 ~ �O Cr 40 r . r vim••'••• �� fVA� ENCS tt J ulhrr T."PF.:iti o. 34807 Hi'i'ek Inc.I7BA TUFF,k't'S,1 FL_ :nn 1563•% IHa2d tins egley Ridge Rd. 416311? nine - September 6,2023 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev 112/2023 BEFORE USE. Design valid for use oily with MiTeka conneclors. TKIs design is based only upon parameters silown, and Is furan In ihildual building component, not MiTek" M truss system. Befom use, the buildlrlg daslgner must verify the applicability of design parameters And properly inoorporo to [his donlgrl into the overall buirding design. Bracing Indicaled Ts la prevent huckling of Individual truss web andlorchdrd mumbera anty, Additionaf temporary and permanent bracing A always regulmd for stability and to prevent Wimple with possible personal Inlury and property damage. Forgsharat guidance regarding the 16023 Swingley Ridge Rd fabricalion,.5Iwage, delivery, erection and hrackig of truseas and truss systems, sen ANSIRPII Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinsLorg) Chesler0eld, MO 63017 end BC51 Building Component Safety Inlvrmallgn nvalfabte from the Slrurdurel Building Component Association (www sbcscomponenls com) 314-434.1200 / MiTek-US-com Job Truss Truss Type 3537784 T45 Attic Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, -1-0-06-10-7 k- -+-- _ _- - 1_0_0 6-10-7 � 1x-11-4 fi-Q-13 812 3x6 q 4x8 244 3 City Ply Joh Reference (optional) Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 26 2023 MiTek Industries, Inc. Tue Sep 0511:19:35 I D: Xo10pIZBfilSVDgXgan?pXypX56-RFC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC7f 13-4-0 L _ 17-1-B_ 20-11-0 21-3-12 27-4-15 34-M -9- 0-4-12 38 3-9-8 0-4-12 6-1-3 + 6-10-1 5x6= 3x10 it 3x10it 2x4 it 5x6= $ a. 25 7 26 a 9 I �'f 20 22.1x7 3x6.1 2N4= 4x6= .2 = I 11 T31484443 Page:1 35-3-0 1-0-0 3ullni L" PE No,•34969 I /11`11A Tnc. fihA MITek'1'M FL citri_ dt;]s 161123 6rvla gley Mdgr Rd: !'Ire%l rrfl0)J, St0 63011 September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. Design valid for use only with MiTek® mirmaclors. Thlsdesig n is based only upon parameters alimn, and Ix for an indtulduai bulldfng component, not MiTek' a Truss sy51am. Before use, the building oeslgnermust vedfy the applicability of design parameters end properly ilcorpot0.lp 1116 Geslgn into the Overall bulhting gexign. Brwing Indicated Is to prgyenhackling t bung of individual truss web andlor chord rngm0af er5 only. Add{tionlompoeary and parmgrmnt bracing is ElfNays raqulrod rdr stability and le preiiant cdlapse wdh possible personal Injuryand property damage. Forganarnl guidance regarding the 15023 Swingley Ridge Rd febdcallon, storage, dalllmry, wo.elran and bracing of rrusses and truss syptems, sea ANSHTPll Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Chesterfield, MO 63017 and BCS1 Bultding Component Ssfely Informallon avallable from the Sliucturel Building Component Association (www sbescomponents.com) 514.494.1201)1 MITek-US-cam 23 28 12 17 16 130 4x4 19 18 44= 4x4= 44= 15 14 4x4`` 2x4 it 4x6= 3x10= 2x4 it 3x10= 4x6= 6-10-7 i12-0-0 12-11-4 - 2.1-3-12 22-3-0 27--4-15 34-3-0_ Scale = 1:67 9 6-10-7 5-1-9 0-11-4 8-4 8 0-11-4 5-1-15 6-10-1 Plate Offsets (X, Y): [2:0-3-4,0-1-10], [4:0-3-0, Edge], [6:0-4-4,0-2-4], [8:0-4-4,0-2-4], [10:0-3-0,Edge], [12:0-3-4,0-1-10], [16:0-2-8,0-1-8], [17:0-2-8,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Lld I PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0,68 Vert(LL) 0.24 17-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0,53 Vert(CT) -0.25 14-16 >999 180 SCLL 00* Rep Stress Incr YES WB 0.66 Horz(CT) 0.05 12 n/a n/a BCDL 10,0 Code FBC2020(TPI2014 Matrix -S Attic -0.11 16-17 >918 360 Weight: 256 lb FT 20% LUMBER 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) TOP CHORD 2x4 SP No.2 "Except' 4-6,10-8:2x6 SP No.2 Vasd=101 mph; TCDL=4.2psf; BCDL=3.Opsf; h=—R, BOT CHORD 2x6 SP No.2 Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior WEBS 2x4 SP No.3 zone and C -C Exterior(2E) -1-1-0 to 2-3-8, Interior (1) BRACING 2-3-8 to 13-4-0, Exterior(2R) 13-4-0 to 18-1-3, Interior TOP CHORD Structural wood sheathing directly applied or (1) 18-1-3 to 20-11-0, Exterior(2R) 20-11-0 to 25-8-3, 3-7-11 oc purlins. Interior (1) 25-8-3 to 35-4-0 zone;C-C for members and BOT CHORD Rigid ceiling directly applied or 7-8-13 oc forces & MWFRS for reactions shown; Lumber bracing, DOL=1.60 plate grip DOL=1.60 JOINTS 1 Brace at Jt(s): 22 3) Building Designer / Project engineer responsible for REACTIONS (size) 2=0-5-8, 12=0-5-8 verifying applied roof live load shown covers rain loading Max Horiz 2=381 (LC 11) requirements specific to the use of this truss component. Max Uplift 2=-646 (LC 12), 12=-646 (LC 13) 4) Provide adequate drainage to prevent water ponding. Max Graft 2=1453 (LC 2), 12=1453 (LC 2) 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. FORCES (lb) - Maximum Compression/Maximum 6) • This truss has been designed for a live load of 20,Opsf Tension on the bottom chord in all areas where a rectangle TOP CHORD 1-2=0/35, 2-3=-2214/858, 3-5=-18601671, 3-06-00 tall by 2-00-00 wide will fit between the bottom 5-6=-1268/598, 6-7=-1583/655, chord and any other members. f 11 I f f a1 <<�►� 7-8=-1584/655, 8-9=-1268/598, 9-11=-1860/671, 11-12=-22151860, 7) Ceiling dead load (10.0 psf) on member(s). 20-22, 21-22 ��►►► 12-13=0135 8) Bottom chord live load (30,0 psf) and additional bottom ��l)L �EE•�ff err chord dead load (5.0 psf) applied only to room. 16-17 �� •'�� • �•, BOT CHORD 2-19=-777/1937, 17-19=-777/1937, 9) All bearings are assumed to be SP No.2 crushing �� .' `54�` 16-17=-306/1469, 14-16=-521/1765, capacity of 565 psi. 12-14=-521/1765 10) Provide mechanical connection (by others) of truss to : ❑ 34869 •' WEBS 17-20=-167/638, 5-20=-147/669, bearing plate capable of withstanding 646 Ib uplift at w 16-21=-165/637, 9-21=-146/668, joint 2 and 646 Ib uplift at joint 12. 20-22=-84/78, 21-22=-83/78, 3-19=-77/276, 11) Attic room checked for 1-1360 deflection. 11-14=-78/276, 3-17=-616/576, LOAD CASE(S) Standard 11-16=-6171577, 6-22=-244/291, ��I.► 7-22=-107/209, 8-22=-244/291 T••. { Q NOTESQ R '♦ 0 �.' ��\ ••••`' 1) Unbalanced this design. roof live loads have been considered for s •••' '� i% �� /sl� 111111111,610 3ullni L" PE No,•34969 I /11`11A Tnc. fihA MITek'1'M FL citri_ dt;]s 161123 6rvla gley Mdgr Rd: !'Ire%l rrfl0)J, St0 63011 September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. Design valid for use only with MiTek® mirmaclors. Thlsdesig n is based only upon parameters alimn, and Ix for an indtulduai bulldfng component, not MiTek' a Truss sy51am. Before use, the building oeslgnermust vedfy the applicability of design parameters end properly ilcorpot0.lp 1116 Geslgn into the Overall bulhting gexign. Brwing Indicated Is to prgyenhackling t bung of individual truss web andlor chord rngm0af er5 only. Add{tionlompoeary and parmgrmnt bracing is ElfNays raqulrod rdr stability and le preiiant cdlapse wdh possible personal Injuryand property damage. Forganarnl guidance regarding the 15023 Swingley Ridge Rd febdcallon, storage, dalllmry, wo.elran and bracing of rrusses and truss syptems, sea ANSHTPll Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Chesterfield, MO 63017 and BCS1 Bultding Component Ssfely Informallon avallable from the Sliucturel Building Component Association (www sbescomponents.com) 514.494.1201)1 MITek-US-cam Job Truss Truss Type 3537784 _ �TG01 Flat Girder Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Scale = 1:26 - � Qty Ply T31484444 2 2 Job Reference (optional) Run: 8.63 S Jul 28 2023 Print: 6 630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:19:36 Page: 1 1 D: Kul YEmOpsk_4flJtCgKOldypGrB-RfC7PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC9f 0-I-8 2-4-0 4-8-0 0.1-8 2-2-8 2-4-0 3x6 = 2x4 it 1 2 ao (psf) 3 I 2-0-0 00 0 TCLL e 1 Plate Grip DOL 6 N r TCDL 10.0 5 1.00 3x4 IL Vert(CT) - 3x6 = (psf) 3 I 2-0-0 1 J 0 TCLL e 1 Plate Grip DOL 1.00 N r TCDL 10.0 4 1.00 3x4 it Vert(CT) - 3x8 = 2-4-0- 2-4-0 2-4-0 Loading (psf) Spacing 2-0-0 CSI DEFL TCLL 40.0 1 Plate Grip DOL 1.00 TC 006 Vert(LL) TCDL 10.0 I Lumber DOL 1.00 BC 013 Vert(CT) - BCLL 0.0 Rep Stress Incr NO WB 015 Horz(CT) BCDL 5.0 Code FBC2020/TPI2014 Matrix -P LUMBER 1) Dead + Floor Live (balanced): Lumber Increase=l 00, TOP CHORD 2x4 SP No.2 Plate Increase=1.00 BOT CHORD 2x4 SP No.2 Uniform Loads (Ib/ft) WEBS 2x4 SP No.3 "Except' 6-1,3-4:2x6 SP No.2 Vert: 1-3=-100, 4-6=-210 (F=-200) BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 4= Mechanical, 6=0-5-4 Max Grav 4=652 (LC 1), 6=652 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-476/0, 1-2=-476/0, 2-3=-476/0, 3-4=-476/0 BOT CHORD 5-6=0/0, 4-5=0/0 WEBS 3-5=0/614, 2-5=-242/0, 1-5=0/614 NOTES 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc, Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 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) N/A 4) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means, LOAD CASE(S) Standard in (loc) I/deFl L/d PLATES GRIP 0.00 5-6 >999 360 MT20 244/190 001 5-6 >999 240 0.00 4 n/a 1 n/a Weight: 58 lb FT= 11% ,,4ti.■'�vL1U S LFE'r rf. 1 34869 r off, c` w ,nRlp�' N ,,rr0NAL E ,rutins Lee P}_ N'n. 54869 1lrrek fnr. f1A:1 3NTeh 115,1 Fs. Cnri 6Gl4 16823 SWinyrey'R idye Nd, Chartiwndd. A10 63017 Pare: September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 1/2/2023 BEFORE USE, MiTek' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not atruss system. Before usa, the building designer must verify the applicability of design perartleters aW properly incorporate this design Intothe overall building design Braring Indicated is to provaol buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing !s ahrBys required far siablllty and In prewnt collapse with possible personal lnlwy and property damage For general guidance regarding the 16023 Swingley Ridge Rd lebrlcallon, elorage, delivery, erecllon and bracing 0r lruesey and trusssystams, see ANSI1TPI1 Quality Crileftaand DSB-22 available from Truss Plate Institute (www.tpinstorg)Ches lerlield, MO 63017 and SCSI Building Component Safely infurmatlgn avedable from the $Iruotuml Building Component Association (www.sbcscomponenls.com) 314.434.1200 / MiTek-US.com Job Truss Truss Type 3537784 TG02 Flat Girder Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 2-i 1-5 l 2-11•b Qty Ply 1 I-.2 1 Job Reference (optional) Run: 8-63 S Jul 26 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Ino, Tue Sep 05 11:19:37 10: Bpl5kmgAnijOKlhZiQs—iypGnd-RfC?PsB70Hg3NSgPgnL8w3uITXbGKWrCDoi7J4zJC?f 5-6-15 8-2-8 10-10-2 13-9-7 2-7-9 2-7-9 2-7-9 2-11-5 241 3x6 = 3x4 = 1 2 0 Ci 12 13 11 14 3x4 u 4x4 = HHUS26-2 LUS46 _ 211-5 _ _L _5-6-15 2-11-5 2-7-9— Scale = 1:33 7 Loading (psf) Spacing 2 TCLL 40.0 Plate Grip DOL 1 TCDL 10.0 Lumber DOL 1. BCLL 0,0 Rep Stress Incr N BCDL 5.0 Code F LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 12-1,6-7:2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS (size) 7= Mechanical, 12=0-3-0 Max Grav 7=1503 (LC 1), 12=1787 (LC 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-12=-1488/0, 1-2=-2382/0,2-3=-3165/0 3-4=-3165/0, 4-5=-3165/0, 5-6=-2112/0, 6-7=-1345/0 BOT CHORD 11-12=0/152, 10-11=0/2382, 9-10=0/3165, 8-9=0/2112, 7-8=0/114 WEBS 6-8=0/2329, 2-11=-735/0, 1-11=0/2598, 2-10=0/1002, 3-10=-256/0, 4-9=-269/0, 5-9=0/1319, 5-8=-903/0 NOTES 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc, 2x4 - 1 row at 0-9-0 cc - Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Web connected as follows: 2x4 - 1 row at 0-9-0 cc. 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 Floor live loads have been considered for this design. 4) N/A 5) Bearings are assumed to be: Joint 12 SP No.2 crushing capacity of 565 psi, Joint 7 SP No.3 crushing capacity of 565 psi. 2x4 n 3 �T i L] 1015 3x4 = 2x4 n 4 cl 0-0 CSI DEFL In (loc) 9 16 3x4 = 00 LUS46 LUS46 LUS46 8-2-8 10-10-2 2-7-9 2-7-9 3x4 3x6 = 5 6 J1 Fli 7 6 17 04 = 3x4 n LUS46 2-11-5 T31484445 Page: 1 6) Refer to girder(s) for truss to truss connections. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) Use Simpson Strong -Tie HHUS26-2 (14-10d Girder, 4-10d Truss) or equivalent at 1-11-0 from the left end to connect truss(es) to front face of bottom chord. 9) Use Simpson Strong -Tie LUS46 (4-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 cc max. starting at 3-11-4 from the left end to 11-11-4 to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1 00, Plate Increase=1,00 Uniform Loads (Ib/ft) Vert: 1-6=-100, 7-12=-10 Concentrated Loads (lb) Vert: 9=-236 (F), 13=-642 (F), 14=-236 (F), 15=-236 (F), 16=-236 (F), 17=-236 (F) 1"jJ111111►►►► ,,t,�►'�v�.11l5 CE�'�trf 34889 •" • 4u .�f � • , . R �� tti� ,h:uu; 1.1%- PE M., 34869•, iii r'ek lne, nDA MI-rek VKA Fl, Ccrl 604. 16023 N"ingley IVdge Hd. f'Iw%%crfleid,S10 d3g77 Dnre: September 6,2023 1 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITE REFERENCE PAGE MII-7473 rev. 112/2023 BEFORE USE. MiTek Design vnlld far use only whh MITek® garnactors. This daslgn is based only upon pn rnrnefels shmm, andIs for an Ind ividu el bullding onniponent, nal e mass system. Before u". the building designer mus! verify the applicability of desipn Pafame tern and progeny Inmrporale Ihls design mWIho &mran budding Re.5ign. Bradng indlcated Is l0 provdnl buckling of Individual truss web andlrr rfiorll members only Addlllnnal temporary and parmeneni brarrng Is always f0qu-0 ror slabliiy and to ptnyenl collapse wllh possible personel Injury and property dem�6ge. For general guidance regarding Ito 16023 Swingley Ridge Rd. Ieufl"ltugq, slorngo, delivery, emcilvn and bMcIW of Irusses and truss systems, see A 9I1TP 1 t71ra1%; Crfleda acrd DS&22 aviiiable from Trays Plate Institute (wwwJpinsLorg) Chesterfield, MO 63017 and SCSI Building componeni Sa(siy Information available from the structural Building Component Association (www-sbcscomponents-com) 314.434.12001 MiTek-US com 0-0 CSI DEFL In (loc) I/defl L/d PLATES GRIP 00 TC 015 Vert(LL) -0.06 9-10 >999 360 MT20 244/190 00 BC 0.44 Vert(CT) -0.08 9-10 >999 240 O WB 0.62 HOrz(CT) 0.01 7 n/a n/a BC2020/TPI2014 Matrix -S — Weight: 164 lb FT=11% 6) Refer to girder(s) for truss to truss connections. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) Use Simpson Strong -Tie HHUS26-2 (14-10d Girder, 4-10d Truss) or equivalent at 1-11-0 from the left end to connect truss(es) to front face of bottom chord. 9) Use Simpson Strong -Tie LUS46 (4-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 cc max. starting at 3-11-4 from the left end to 11-11-4 to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1 00, Plate Increase=1,00 Uniform Loads (Ib/ft) Vert: 1-6=-100, 7-12=-10 Concentrated Loads (lb) Vert: 9=-236 (F), 13=-642 (F), 14=-236 (F), 15=-236 (F), 16=-236 (F), 17=-236 (F) 1"jJ111111►►►► ,,t,�►'�v�.11l5 CE�'�trf 34889 •" • 4u .�f � • , . R �� tti� ,h:uu; 1.1%- PE M., 34869•, iii r'ek lne, nDA MI-rek VKA Fl, Ccrl 604. 16023 N"ingley IVdge Hd. f'Iw%%crfleid,S10 d3g77 Dnre: September 6,2023 1 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITE REFERENCE PAGE MII-7473 rev. 112/2023 BEFORE USE. MiTek Design vnlld far use only whh MITek® garnactors. This daslgn is based only upon pn rnrnefels shmm, andIs for an Ind ividu el bullding onniponent, nal e mass system. Before u". the building designer mus! verify the applicability of desipn Pafame tern and progeny Inmrporale Ihls design mWIho &mran budding Re.5ign. Bradng indlcated Is l0 provdnl buckling of Individual truss web andlrr rfiorll members only Addlllnnal temporary and parmeneni brarrng Is always f0qu-0 ror slabliiy and to ptnyenl collapse wllh possible personel Injury and property dem�6ge. For general guidance regarding Ito 16023 Swingley Ridge Rd. Ieufl"ltugq, slorngo, delivery, emcilvn and bMcIW of Irusses and truss systems, see A 9I1TP 1 t71ra1%; Crfleda acrd DS&22 aviiiable from Trays Plate Institute (wwwJpinsLorg) Chesterfield, MO 63017 and SCSI Building componeni Sa(siy Information available from the structural Building Component Association (www-sbcscomponents-com) 314.434.12001 MiTek-US com 1vb Truss 3537784 TG03 Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, Scale = 1:39.2 Truss Type Qty Ply Flat Girder2 T31484446 .Job Reference (optional) _ Run: 8.63 S Jul 28 2023 Print: 8,630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:19:37 Page: 1 I D: PA4mgfgOkDMQ9ail2VwuxsypGh5-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 2-8-3 5-0-9 7-5-0 8-5-0 2-8-3 2-4-7 2-4-7 1-0-0 2-0-15 THIS TRUSS IS NOT SYMMETRIC, 3x4 = PROPER ORIENTATION IS ESSENTIAL Loading (psf) Spacing 2-0- TCLL (roof) 40.0 Plate Grip DOL 1,00 TCDL 10.0 Lumber DOL 1.00 BCLL 00* Rep Stress Incr NO BCDL 100 Code FBC LUMBER TOP CHORD 2x4 SP No 2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No 3 *Except` 10-1:2x6 SP No.2 BRACING TOP CHORD Structural woad sheathing directly applied or 6-0-0 oc purlins, except end verticals BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. REACTIONS (size) 7=0-5-8, 10=0-5-8 Max Uplift 7=-554 (LC 4), 10=-277 (LC 4) Max Grav 7=3034 (LC 2), 10=1224 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-10=-1334/240, 1-2=-1788/203, 2-3=-1788/203, 3-4=-380/11, 4-5=-380/11, 5-6=-547/0 BOT CHORD 9-10=-36/68, 8-9=-203/1788, 7-8=-203/1788, 6-7=0/6 WEBS 4-7=-1589/618, 5-7=-24/805,1-9=-201/2099. 3-7=-1709/234, 2-9=-582/224, 3-8=0/833 NOTES 1) 2 -ply truss to be connected together with 1 Od (0.131'x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc- Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 3-8 2x4 - 2 rows staggered at 0-2-0 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, 3x6 = 2x4 n 3x4 = 2x4 n 1 2 3 11 124 5 i / 10 -SII _ I �F8� J I-�( `IIs 3 i 2x411 4x4a 3x1011 .7 3x8 HHUS26-2 LUS46 2x4 n 8-5-0 2-8-3 5-0-9 7_5-0 7-9-8 2-8-3 2-4-7 2-4-7 0-4-8 0-7-8 0 CSI DEFL in TC 037 Vert(LL) -0.02 BC 0.62 Vert(CT) -0.03 WB 0.50 Horz(CT) 0.00 2020rTP12014 Matrix -S I Wind(LL) 0,01 3) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. ll; Exp D; Enclosed; MWFRS (envelope) exterior zone; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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,Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 277 Ib uplift at joint 10 and 554 Ib uplift at joint 7. 10) Use Simpson Strong -Tie HHUS26-2 (14-10d Girder, 4-1 Od Truss) or equivalent at 4-9-12 from the left end to connect truss(es) to back face of bottom chord - 11) Use Simpson Strong -Tie LUS46 (4-10d Girder, 4-10d Truss) or equivalent at 6-7-12 from the left end 10 connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 984 Ib down and 391 Ib up at 7-0-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1-00 Uniform Loads (Iblft) Vert: 1-5=-225, 6-10=-20 Concentrated Loads (Ib) Vert: 8=-368 (B), 12=-984, 13=-184 (B) (loc) I/deft L/d PLATES GRIP 8 >999 360 MT20 244/190 8 >999 240 7 n/a n/a 8-9 1999 240 Might: 104 Ib FT = 20% 111Irr10t►►►►� �o-lius AFF fi}. 34869. *: :fit 1 Oil � .-0 40 .111 Ih aY Ler FE: Nip. -348r9 411'frk [ni. l)B.1 1fiTek i �5.� F'L. (:en b634 Ir 023 swinitiq Ridge Rd: Chr„le rnaii. Nto 63of 7 T)j1W September 6,2023 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 1/2/2027 BEFORE USE - Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not MiTek' a truss system. Before use, the building deslgner must verify the applicability of design parameters and properly incorporate this design Into the overall building design Bracing indicated is to pmvenrbuckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse will possible pemanni Inlury and properly damage For genual guidance regnrding the 16023 Swingley Ridge Rd. fabrlcatlan. storage, dgilvery, eraGlon and bracing of Trusses and truss syslom6, see ANSlFrPl1 Quality Criteria and DSB-22 available from Truss Plate Institute (www Ipinst.org) Chesterfield, MO 63017 and 13CSI Building Component Safety Information nvaiinble from We Slrucunal Building Component Association (www sbcscomponents.com) 314 434.1200 1 MiTek-US com Job Truss 3537784 I TG04 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Truss Type Qty Ply Flat Girder 1 .2 Jab Reference -(optional) Run: 8 63 S Jul 28 2023 Print: 8,630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:19:38 I D:6G20CHF9iftf?M5th3neZWypGNB-RfC?PSB7OHg3NSgPgnL8w3ulTXbGKWrCDot7J4zJC?f 2-4-0 4- 8 1-0-8 2-4-0 i2-4 s. 2-4-0 2-1-0 i 3x8 = 2x4 n 2x4 it 3x8 = 1 9 2 3 10 4 f _ I o 6 l ,�I 5 11 7 12 6 13 3x6 it 7x8 7x8= 3x6 n Scale= 1:35 I/dell L/d PLATES 02 6-7 Plate Offsets (X, Y): [6:0-3-8,0-5-8],[7:0-3-8,0-5-8] 03 6-7 Loading (psf)Spacing 00 5 2-0- TCLL (roof) 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0' Rep Stress Incr NO BCDL 10.0 Code FBC LUMBER TOP CHORD 2x4 SP No,2 BOT CHORD 2x8 SP 240OF 2.0E WEBS 2x4 SP No.3 `Except" 8-1,4-5:2x6 SP No 2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 5=1-5-0, 8=0-5-8 Max Uplift 5=-236 (LC 4), 8=-232 (LC 4) Max Grav 5=2269 (LC 2), 8=2291 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=-1838/219, 1-2=-2277/133, 2-3=-2277/133, 3-4=-2277/133, 4-5=-1842/219 BOT CHORD 7-8=-28/204, 6-7=-133/2277, 5-6=-28/202 WEBS 4-6=-130/2579, 2-7=-803/362, 1-7=-130/2576, 3-6=-802/363 NOTES 1) 2 -ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-6-0 Do. Web connected as follows: 2x4 - 1 row at 0-9-0 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) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. ll; Exp D; Enclosed; MWFRS (envelope) exterior zone; Lumber DOL=1.60 plate grip DOL=1 60 HHUS48 HHUS48 LUS46 _ 2-4-0 4-8-8 7-0-8 2-4-0 2-4-8 2-4-0 0 CSI DEFL TC 0,21 Vert(LL) -0. BC 0.20 Vert(CT) -0, WB 0.63 Horz(CT) 0. 2020/TPI2014 Matrix -S Wind(LL) 0, 4) Building Designer / Project engineer responsible for verifying applied roof live lead shown covers rain loading requirements specific to the use of this truss component. 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-Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) All bearings are assumed to be SP 240OF 2.0E crushing capacity of 805 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 232 Ib uplift at joint 8 and 236 Ib uplift at joint 5. 10) Use Simpson Strong -Tie HHUS48 (22-1 Od Girder, 8-1 Od Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-0-0 from the left end to 4-0-0 to connect truss(es) to front face of bottom chord. 11) Use Simpson Strong -Tie LUS46 (4-1 Od Girder, 4-1 Od Truss, Single Ply Girder) or equivalent at 5-1-12 from the left end to connect truss(es) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (Ib/ft) Vert: 1-4=-350, 5-8=-20 Concentrated Loads (lb) Vert: 11=-312 (F), 12=-312 (F), 13=-181 (F) in (loc) I/dell L/d PLATES 02 6-7 >999 360 MT20 03 6-7 >999 240 00 5 n/a n/a 01 6-7 >999 240 I Weight: 931b T31484447 GRIP 244/190 FT = 20% Page: 1 ,•*GENS• No 34869 IS,ONA 10 11 a 11i'00 Jill! III Lrr PE .N0.04869 I MITek Inv. 013rl V1'1'ekl'SA Ff. Cere 6134 161123 Sgrin Vivy RklpL Rd; ('k VA erlla fd. MO 6.1a 17 Hale: September 6,2023 ,N WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 11212023 BEFORE USE. '6 Design vnF4 for use only with MiTekEa CAnnaaars. Tlhls design is based only upon paranieters shown, and Is for ail Individual bulaltpg component, not ffe k a Truss system. Before use, the bulking designer must varify the applicability ofdesign pafalrwturs and properly incmnporale Ihlsdesign inlo tike overall bull ling design. Bracing ibdtealed is to pfevent buckPng of Mdividual truss web andlor chord morn6dm aaly Addiltvnal lemporary and permanonl bracing 'M rs always requirad for stn Nlay and to prevent calla pea wdh possible personal Injury and prupe dy damage For gannral guidance ragerding the 16023 Swingley Ridge Rd fabricallnn, slwr ga, delivery, anectfen and bracing of Trusses and truss sysEems, airs ANSUTPll Quality Crilerla and DSB-22 avollable from Truss Plate Institute (www-Ipinsl.org) Chesterteld, MO 63017 and Sal Building Component safety, IMomkattan avollable from me SINduml Building Component Association (www sbcscomponenls,com) 314 434.12001 MiTek-US.com Joys Truss [3537784 TG05 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Truss Type Oly Ply { Flat Girder — L 12 Job Relerence..Coptlanal) _ Run: 8.63 S Jul 28 2023 Print: 6.630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:19:38 ID: S_PHMN EfP8pbU8fR Wg46 WypGAI-RfC7PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J42JC7f 3-1-0 2-9-3 - -- 2$ 1 10-15 2-6-12 -- 2.11-0 2-9-3 20- 3-1--0 0 2-3-4 3x4 = 2x411 48 = 2x4 11 3x6 = 3x4 = 2x4 11 4x8.= 1 2 173 4 5 6 718 8 1..I j 7711 4i o 16 N j 15 14 13 12 11 6x6 = 48 = 2x4 11 2x411 MT20HS 6x12 = 4x84;. 5-10-38-9-2 11-3-14 14-2-13 - - 5-10-3 4— 2-10-15 [ 2-6-12 2-11-0 -� Scale = 1:41.5 DEF[ in (loc) Plate Offsets (X, Y): [11:0-1-8,0-1-81,[15:0-3-0,0-1-8] Loading (psi) Spacing TCLL (roof) 40.0 Plate Grip DOL TCDL 10.0 Lumber DOL BCLL 0.0' Rep Stress Incr BCDL 10.0 Code LUMBER TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP 2850F 2.0E or 2x4 SP M 31 WEBS 2x4 SP No.2 *Except* 16-1,9-10:2x6 SP No.2, 3-15,11-7,14-5,13-6:2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied 3-2-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-6-6 oc bracing. REACTIONS (size) 10=0-5-8, 16=0-5-8 Max Uplift 10=-1078 (LC 4), 16=-1078 (LC Max Grav 10=2712 (LC 1), 16=2712 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-16=-170/86, 1-2=-96/29.2-3=-7827/3098 3-5=-7827/3098, 5-6=-9983/3972, 6-7=-7827/3098, 7-8=-7827/3098, B-9=-96/29, 9-10=-170/86 BOT CHORD 15-16=-1694/4205, 14-15=-3972/9983, 13-14=-3972/9983, 11-13=-3972/9983, 10-11=-1694/4205 WEBS 3-15=-900/398, 7-11=-901/399, 2-15=-1650/4257, 2-16=-4789/1940, 8-11=-1651/4258, 8-10=-4789/1940, 6-11=-2499/1013, 5-14=0/81, 5-15=-2500/1014, 6-13=0/81 NOTES 1) 2 -ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2-0-0 CSI DEF[ in (loc) 1.00 TC 0,79 Ver(LL) -0.26 13-14 1.00 BC 0.68 Vert(CT) -0.39 13-14 NO WB 0.60 Horz(CT) 0,08 10 FBC2020/TPI2014 Matrix -S Wind(LL) 020 13-14 2) All loads are considered equally applied to all plies, 240 except if noted as front (F) or back (B) face in the LOAD FT = 20% 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 7-16; Vult=130mph (3 -second gust) or Vasd=101 mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. Il; Exp D; Enclosed; MWFRS (envelope) exterior zone; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading 4) requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) All bearings are assumed to be SP 285OF 2.0E or M 31 crushing capacity of 805 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1078 Ib uplift at joint 16 and 1078 Ib uplift at joint 10. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (Ib/ft) Vert: 1-17=-100, 17-18=-435, 9-18=-100, 10-16=-20 20-1-0 5-10-3 T31484448 6x8 = I/deft L/d PLATES GRIP >908 360 MT20 244/190 >604 240 MT20HS 187/143 n/a We >999 240 Weight: 203 Ib FT = 20% Page:1 ,1t`1��,��� VJM1 F� .` ..-"GEN '. N 34869 e, :Q: ON fill Jil%0 Jalius Lot FE Nip. '34869. MlTclr lnr. )B3 N11Tek i 1SA F'1_ Cvrt 6.0.14 16823 Swi ugi y Rirlgv ltd: [qr r.t r me lu, �In 6.1017 Djile: September 6,2023 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 112/2023 BEFORE USE. Design valid for use only with M!To k® connectors This design Is based only upon parameters shown, and is for an individual building component, not MiTek a truss system. Before use, the building doslgner must verify the applicability of design parameters and property incorporate this design into the overall building design, Bracing Indicated is to prevent buckling of iadividual truss web and/or chord members only, Additional temporary and permanent bracing Is always requlrnd for si eb64y and to prnvant coxa pso wftb passible personal injury and property damage. For go nN of guidance regarding the 16023 Swingley Ridge Rd fabIlGHIIon, storage, dnkvary, emo0en and txncng of trussoa and Truss systems, see ANSIITPII Quality Criteria and DSB-22 available from Truss Plate Institute (www.Lpinsi.org) Chesterfield, MO 63017 and SCSI Building Component Safely lnrormallon available from the Structural Building Component Association (www,sbcscomponenls,com) 314 434 1200 / MITek-US.com Job (psf) Spacing Truss Truss Type DEFL pry IPly I/deb 3537784 PLATES GRIP TG06 Roof Special Girder 1.00 2 731484449 -0.14 13-14 >999 Job Reference (optional) MT20 244/190 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 10.0 Lumber DOL Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc Tus Sep 05 11:19:39 Page: 0.74 Vert(CT) -0.21 13-14 I D:J9ZeS3ACN Bwkeif rlXgPyKypG_I-RfC7PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC9f 1 5-8-12 oc purlins, except end verticals. 3-6-4 0.0' ' Rep Stress Incr 5-1-3 6-9-14 8-6-10 10-3-5 4 11-jp 4 15-4-8 — WB 0,39 Horz(CT) 3-6-4 11 1-6-15 1-8-11 1-8-11 1-B-11 1-6-15 3-6-4 n/a Building Designer / Project engineer responsible for BCDL 3x4 it 4x12 = Matrix -S Wtnd(LL) 4x6 = 4x12 = 1-5-3 j 3x4 rr 4x8 = _1 _ 1 2 9 3x4 2x4 a 2x4 a 3x4= 10 6) O O O chord live load nonconcurrent with any other live loads. FORCES (Ib) - Maximum Compression/Maximum 7) R w n o ... % Tension m O' l 4 5 6 7i - 1-16=-775/332, 1-2=-679/280, v 3-06-00 tall by 2-00-00 wide will fit between the bottom - 3-15=-115/373, 2-3=-628/271, chord and any other members, .- 16 15 All bearings are assumed to be SP No.2 crushing _.— 1 — _4 i 7-8=-3582/1425, 8-12=-118/373, 9) Provide mechanical connection (by others) of truss to _ 12 8-9=-628/271, 9-10=-679/291, 11 bearing plate capable of withstanding 749 Ib uplift at 10-11=-775/335 14 13 r= f BOT CHORD 15-16=-1352/3260, 14-15=-1743/4203, LOAD CASE(S) Standard 13-14=-1846/4550, 12-13=-1704/4203, 1) Dead + Roof Live (balanced): Lumber Increase=1.00, 4x6 = 3x6 3x4 = 3x4#. 3x6 = 4x6 = 3-4-8 6-9-14 8-6-10 1 12-0-0 15-4-8 1 7-12=-725/330, 4-14=-152/406, 3-4-8 Vert: 1-2=-412, 3-8=-100, 9-10=-412, 11-16=-20 3-5-6 1-8-11 f 3-5-6 3-4-8 5-14=-162/92, 6-13=-162/97, 4-15=-725/323, Scale = 1:29 3 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deb L/d PLATES GRIP TCLL (roof) 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.14 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(CT) -0.21 13-14 >834 240 5-8-12 oc purlins, except end verticals. BCLL 0.0' ' Rep Stress Incr NO WB 0,39 Horz(CT) 0.05 11 n/a n/a Building Designer / Project engineer responsible for BCDL 10.0 Code FBC2020fTPI2014 Matrix -S Wtnd(LL) 0.11 13-14 >999 240 Weight: 172 Ib FT = 20% LUMBER 2) All loads are considered equally applied to all plies, TOP CHORD 2x4 SP No.2 except if noted as front (F) or back (B) face in the LOAD BOT CHORD 2x4 SP No -2 CASE(S) section. Ply to ply connections have been WEBS 2x4 SP No.3 *Except* 16-1,10-11:2x6 SP provided to distribute only loads noted as (F) or (B), No.2 unless otherwise indicated. BRACING 3) Wind: ASCE 7-16; Vult=130mph (3 -second gust) TOP CHORD Structural wood sheathing directly applied or Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=2511L. 5-8-12 oc purlins, except end verticals. Cat. 11; Exp D; Enclosed; MWFRS (envelope) exterior BOT CHORD Rigid ceiling directly applied or 9-5-12 oc zone; Lumber DOL=1.60 plate grip DOL=1.60 bracing. 4) Building Designer / Project engineer responsible for REACTIONS (size) 11=0-5-4, 16=0-5-4 verifying applied roof live load shown covers rain loading Max Horiz 16=85 (LC 8) requirements specific to the use of this truss component. Uplift Max Uplift 11=-754 (LC 8), 16=-749 (LC 4) 5) Provide adequate drainage to prevent water ponding. Max 11=1876 (LC 1), 16=1876 (LC 1) 6) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. FORCES (Ib) - Maximum Compression/Maximum 7) " This truss has been designed for a live load of 20.Opsf Tension on the bottom chord in all areas where a rectangle TOP CHORD 1-16=-775/332, 1-2=-679/280, 3-06-00 tall by 2-00-00 wide will fit between the bottom 3-15=-115/373, 2-3=-628/271, chord and any other members, 3-4=-3582/1443, 4-5=-4550/1805, 8) All bearings are assumed to be SP No.2 crushing 5-6=-4550/1805, 6-7=-4550/1805, capacity of 565 psi. 7-8=-3582/1425, 8-12=-118/373, 9) Provide mechanical connection (by others) of truss to 8-9=-628/271, 9-10=-679/291, bearing plate capable of withstanding 749 Ib uplift at 10-11=-775/335 joint 16 and 754 Ib uplift at joint 11. BOT CHORD 15-16=-1352/3260, 14-15=-1743/4203, LOAD CASE(S) Standard 13-14=-1846/4550, 12-13=-1704/4203, 1) Dead + Roof Live (balanced): Lumber Increase=1.00, WEBS 11-12=-1296/3260 1-3=-208/499, 3-16=-3227/1276, Platelncrease=1.00 8-10=-219/499, 8-11=-3227/1282, Uniform Loads (Ib/ft) 7-12=-725/330, 4-14=-152/406, Vert: 1-2=-412, 3-8=-100, 9-10=-412, 11-16=-20 5-14=-162/92, 6-13=-162/97, 4-15=-725/323, 7-13=-166/406 NOTES 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. ��„k1111irr�� N 34889 13 4u r 0. IONAL 1101% 18111111 Julius L" PE. No. -34869 I .41tek Inc, DAA MiTek Imm, int. Curt 6614 14023 Sit In gity Rldgc Hll; Chri lern el d,AI0 631117 race: September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 112/2023 BEFORE USE. Design wild for use only with MiTek® connectors. Tdts.dasq/n Is based only upon paramWofr shown, and Is for an Individual building componeM, nol MiTek' I IfLL s system. Before use, the building designer must verify the applicability of design parnlnolors and properly Inoorporale this design into the overall 12idlnp design. Bracing indicated (e to prevent buckling or Individual truss web and/or chord membors only. Apoltionel temporafy.and pormanonl bracing Is always required For slebAlly and to prevent collapse wAh possible personal Injury and proparly damage For general guidance regarding the 16023 Swingley Ridge Rd. Ntxlwllan, Sloroge, del", erection and bracing of trusses and truss systems; WANNsPrTPl1 Quality Crilerie arx3 DSB-22 evadable from Truss Plate Institute (www.lpinst.org) Chesterfield, MO 63017 and SCSI Building Component safety InM mallon ava0ahle from lhe.Slrucarral Building Component Association (www,sbcscomponenls.com) 314 434 1200 / MiTek-US com Job Truss 3537784 -T G07 Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, Truss Type �y Ply - — Flat Girder — 2 Job Referenceo tional Run: 8.63 S Jul 28 2023 Print: 8,630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:19:39 ID:VhYfyehcD_FAkexwSaV6uHypFte-RfC7PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoa7J42JC7f 7-1-15 2-7-2 2'3-6 - -I 2-3-6 - I - 2-3-6 3x8 = 1. � fI {. - N _ 18 19 3x4 it LUS46 2-7-2 Scale = 1:39.4 2-7-2 Plate Offsets (X, Y): [13:0-2-15,0-2-8) 11-8-1114-0-2 16-7-4 2-3-6 -1 -- 2-3-6 - 1 2-7-2 THIS TRUSS IS NOT SYMMETRIC, PROPER ORIENTATION IS ESSENTIAL Loading (psf) Spacing 2- TCLL 40.0 Plate Grip DOL 1 TCDL 100 Lumber DOL 1. BCLL 0,0 Rep Stress Incr N BCDL 5.0 Code F LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 18-1,9-10:2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 10=0-5-4, 18=0-3-8 Max Grav 10=2243 (LC 1), 18=2380 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-18=-2061/0, 1-2=-2935/0.2-3=-4872/0, 3-5=-5918/0, 5-6=-5918/0, 6-7=-5918/0, 7-8=-4893/0, B-9=-2919/0, 9-10=-2057/0 BOT CHORD 17-18=0/153, 16-17=0/2935,15-16=0/4872 14-15=0/5918,12-14=0/4893,11-12=0/2919, 10-11=0/143 WEBS 9-11=0/3368, 2-17=-1581/0, 1-17=0/3375, 2-16=0/2377, 3-16=-973/0, 3-15=0/1469, 5-15=-235/0, 6-14=-206/0, 7-14=0/1442, 7-12=-970/0, 8-12=0/2424, 8-11=-1606/0 NOTES 1) 2 -ply truss to be connected together with 10d (0.131"xW) nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc Web connected as follows: 2x4 - 1 row at 0-9-0 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 floor live loads have been considered for this design. 0-0 CSI DEFL 00 TC 0.30 Vert(LL) 00 BC 0.80 Vert(CT) O WB 0.80 Horz(CT) BC20201TPI2014 Matr{x-S 4) The Fabrication Tolerance at joint 4 = 11 %, joint 13 = 11% 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131"X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Use Simpson Strong -Tie LUS46 (4-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max, starting at 1-0-2 from the left end to 14-8-2 to connect truss(es) to back face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (Ib/ft) Vert: 1-9=-100, 10-18=-10 Concentrated Loads (lb) Vert: 16=-316 (B), 14=-316 (B), 19=-317 (B), 20=-316 (B), 21=-316 (B), 22=-316 (B), 23=-316 (B), 24=-316 (B), 25=-316 (B) 4x4 = 8 FT _ I 11 25 4x6 = LUS46 3x8 = 9 _I T� 10 3x4 n 16-7-4_ — 2-7-2 T31484450 In 0,14 0.18 0.03 (loc) 2x4 0 L/d PLATES GRIP 14-15 4x4 = 3x4 = 3x6 = 2x4 it 3x4= 240 2 3 4 5 n/a 6 7 i r LI �_ 1720 16 21 15 22 14 13 23 12 24 4x6= 04= 3x4= 3x4= 4x4= 5x6 = LUS46 LUS46 LUS46 LUS46 LUS46 LUS46 LUS46 4-10-9 7-1--15 9-5-5 11-8-11 1 14-0-2 2-3.6 2-3-6 2-3-6 2-3-6 2-3-6 Loading (psf) Spacing 2- TCLL 40.0 Plate Grip DOL 1 TCDL 100 Lumber DOL 1. BCLL 0,0 Rep Stress Incr N BCDL 5.0 Code F LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 18-1,9-10:2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 10=0-5-4, 18=0-3-8 Max Grav 10=2243 (LC 1), 18=2380 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-18=-2061/0, 1-2=-2935/0.2-3=-4872/0, 3-5=-5918/0, 5-6=-5918/0, 6-7=-5918/0, 7-8=-4893/0, B-9=-2919/0, 9-10=-2057/0 BOT CHORD 17-18=0/153, 16-17=0/2935,15-16=0/4872 14-15=0/5918,12-14=0/4893,11-12=0/2919, 10-11=0/143 WEBS 9-11=0/3368, 2-17=-1581/0, 1-17=0/3375, 2-16=0/2377, 3-16=-973/0, 3-15=0/1469, 5-15=-235/0, 6-14=-206/0, 7-14=0/1442, 7-12=-970/0, 8-12=0/2424, 8-11=-1606/0 NOTES 1) 2 -ply truss to be connected together with 10d (0.131"xW) nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc Web connected as follows: 2x4 - 1 row at 0-9-0 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 floor live loads have been considered for this design. 0-0 CSI DEFL 00 TC 0.30 Vert(LL) 00 BC 0.80 Vert(CT) O WB 0.80 Horz(CT) BC20201TPI2014 Matr{x-S 4) The Fabrication Tolerance at joint 4 = 11 %, joint 13 = 11% 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131"X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Use Simpson Strong -Tie LUS46 (4-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max, starting at 1-0-2 from the left end to 14-8-2 to connect truss(es) to back face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (Ib/ft) Vert: 1-9=-100, 10-18=-10 Concentrated Loads (lb) Vert: 16=-316 (B), 14=-316 (B), 19=-317 (B), 20=-316 (B), 21=-316 (B), 22=-316 (B), 23=-316 (B), 24=-316 (B), 25=-316 (B) 4x4 = 8 FT _ I 11 25 4x6 = LUS46 3x8 = 9 _I T� 10 3x4 n 16-7-4_ — 2-7-2 T31484450 In 0,14 0.18 0.03 (loc) I/dell L/d PLATES GRIP 14-15 >999 360 MT20 244/190 14-15 >999 240 10 n/a n/a Weight: 2031b FT= 11°/ Page: 1 � i� tl) S 34869. G : Q Z JJJ JIM Hui I.erPE tin..J4869. M[T4k lac. TA1A mi irk 11,1A F1. Cert &634 .164:3 $wlapJry Midge Rd. Chr tcrneld. A1C143017 Urate: September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/212023 BEFORE USE. Veslgn yaed for use only wllh MiTek00 Whrledors. This design is based only upon parameters shown, end is foe an IndivIduat building componenl, not MiTek' a truss system. Before use, the building designer mLOM verify the applicabllily of design peramotars and pror" Inoorporata this dostgn Inla the overall bulld]K design. Bracing IndlCeled Is ii) prevent tpualtng of Individual truss web and/or cburd members only Additi6nal lempvrary orad permanent b[ecl ng R always required for ste billy and to prevenl MEG Pse vAtt passable personal in)ury and proper! damspa. For general guitla riceregarddrg the 16023 Swingley Ridge Rd fabncalton, Slbreoe. deilwry, Lmdlon and braeing eI Irusyas end truss syelems, sea AMSImp 7 porky Crlarla and NOM22 evrllHf9B from Tips Plate Institute (www.tpinst.org) Cheslerreld, MO 63017 and SCSI Sritlding Component Safely Information ayallebie from the Structural Building Component Association (www.sbr Mmponents com) 314.434.1200 / MiTek-US,com 0o p D W r co y > m A r N �2 X m z o ,N I I r y �367movz � m ° o• mNc�•rQdm a m c ��QQy•N O'i 7 SD •rte > O. O a {�7 ] A O n N N 0 7 fD �o Cn� > moo mm �G]o c Kc m c n S2 n ^Z �o i N ma T7 �. p. n O. C� N• Q .0..• � d 9k (D N u/ O N O. N N G I C (Sn. f� 01 O O O fD ] N CCD O O N r N O_ S .. N, N N N O A �. D1 [D ¢ G N CD N v N (D C 7 O. O f0 y 3 01 gal O X O < O O 7 O D =r N O O.fn EO' �cnCD ... N CD (D Qa @ 0Nj ED O_ O O n O'.0 0) O C 3 O N n O N m' 5. CD two m' �� scco °Q3 °'QQy 00a o m �� y m 3'l -�.Q Z T(N N `� N 7 o N a O S !O O a N 7 ( p N O O. 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