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1673 ATLANTIC BEACH DR - TRUSSES MIMI ® <Zs Lumber dea�igt /auues are in accordance with ANSI/TPI 1 section 6.3 ... These truss designs rely on lumber values established by others. MIZ DE' '�� Milek® 01NISPHu,� �y of RE: J180666-F - Coley R ' 66/1 /"' MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,F)_3610 -411 Customer Info: Riverside Homes Project Name: Coley Residence Model: Lot 13 tanticeach Country Club Lot/Block: Subdivision: Address: 1673 Atlantic Beach Dr City: Atlantic Beach State: FL Name Address and License# of Structural Engineer of Record, If there is one, for the building. Name: Bryan Murray License #: 64010 Address: 157 Hampton Point Drive City: St Augustine State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: 55.0 psf This package includes 55 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T15036361 F01 9/10/18 18 T15036378 A07 9/10/18 2 1 T15036362 1 F02 9/10/18 19 ,T15036379 B01 9/10/18 3 1T15036363 F03 9/10/18 20 1T15036380 B02 9/10/18 14 1T15036364 F04 9/10/18 21 1715036381 B03 9/10/18 5 T15036365 F05 9/10/18 22 1T1503638211304 9/10/18 6 T15036366 F06 9/10/18 23 1 T15036383 B05 9/10/18 7 T150363671 F07 9/10/18 24 T15036384 CO1 9/10/18 18 T150363681 F08 9/10/18 25 T15036385 LCO2 9/10/18 9 T150363691 F09 9/10/18 26 T15036386 CO3 9/10/18 110 1T15036370 F10 9/10/18 [27 T15036387 D01 9/10/18 j 11 T15036371 F11 9/10/18 28 1T15036388 D02 9/10/18 112 1T15036372 A01 9/10/18 29 1T15036389 D03 9/10/18 13 `T15036373 A02 9/10/18 30 1T15036390 D04 9/10/18 114 1T15036374 A03 9/10/18 31 1715036391 D05 9/10/18 15 T15036375 A04 9/10/18 32 1715036392 J_E01 19/10/18 116 1T15036376 A05 9/10/18 33 T15036393 E02 19/10/18 117 1T15036377 A06 9/10/18 34 1715036394 G01 19/10/18 The truss drawing(s)referenced above have been prepared by �••‘`�p,EL�S,rM tte piTek rovided byManningBuilding y direct supervision based on the parameters `�%•\G�•�C•E NS • "e, P PP �• R••° L Truss Design Engineer's Name: Magid, Michael �,\ No 536 My license renewal date for the state of Florida is February 28,2019. : * 0 * IMPORTANT NOTE: The seal on these truss component designs is a certification �� that the engineer named is licensed in the jurisdiction(s)identified and that the •O:• STA E OF • �4/� designs comply with ANSI/TPI 1. These designs are based upon parameters ��.(''••�` .. • �� shown(e.g.,loads,supports,dimensions,shapes and design codes),which were --,�` •4. O R 1 O•••c,\`• fileen to MiTek.reference purposeponly,,and was not takenct specific information into account infor the preparation of tit customers ''�S,, N Al.� ��,, these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer Michael S.Magid PE No.53681 should verify applicability of design parameters and properly incorporate these designs MiTek USA,Inc.FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 Magid, Michael 1 of 2 + ti RE: J180666-F - Coley Residence Site Information: Customer Info: Riverside Homes Project Name: Coley Residence Model: Lot 13 Atlantic Beach Country Club Lot/Block: Subdivision: Address: 1673 Atlantic Beach Dr City: Atlantic Beach State: FL No. Seal# Truss Name Date 35 T15036395 H01 9/10/18 36 T15036396 H02 9/10/18 37 T15036397 H03 9/10/18 38 T15036398 H04 9/10/18 39 T15036399 H05 9/10/18 40 T15036400 J01 9/10/18 41 T15036401 J02 9/10/18 42 T15036402 J03 9/10/18 43 T15036403 J04 9/10/18 44 T15036404 J05 9/10/18 45 T15036405 J06 9/10/18 46 T15036406 J07 9/10/18 47 T15036407 J08 9/10/18 48 T15036408 J09 9/10/18 49 T15036409 J10 9/10/18 50 115036410 J11 9/10/18 51 T15036411 J12 9/10/18 52 T15036412 J13 9/10/18 53 T15036413 J14 9/10/18 54 T15036414 K01 9/10/18 55 T15036415 K02 9/10/18 2 of 2 Job Truss Truss Type Qty Ply Coley Residence T15036361 J180666-F F01 Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:25:46 2018 Page 1 ID:zjF5mitQjVwQv_ROOsQk1 LyjNvj-8QCf8cPABcSSWAgfBuE?V4ARgstk?D06xX50a?yf5yp 01-118 T-1 1 2 3 4 5 Scale=1:11.1 • • • • • 11 — — — — -- 12 • • ' • d0 10 9 8 7 6 3x3= 3x3= 5-4-8 II 5-4-8 Plate Offsets(X,Y)-- [1:Edge,0-0-121,[11:0-1-8,0-0-121,112:0-1-8,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-R Weight:30 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 5-4-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)10,6,9,8,7 FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Thus to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 6 p_ 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ABF7473 rev.10032015 BEFORE USE. Design valid for use only with MITek8 connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stablltly and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeAN3jIPII Qualy Carib.058-89 and BCS/Building Component 6904 Parke East Blvd. Safely BNOimanotrivdiable from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Coley Residence I 9 T15036362 J180666-F F02 Floor 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:25:47 2018 Page 1 ID:zjF5mitQjVwQv_R00sQk1 LyjNvj-dcll LyQoywaJ7KPrIbIE2HiSSG_8ka?FABgZ6Ryf5yo 0-1-8 H I 1-3-0 I 2-5-8I Scale=1:37.7 5x5= 3x5= 1.5x4= 4x4= 3x5= 4x4= 1.5x4 I I 3x10= 3x3= 3x6 FP= 4x4= 6x6= 1 2 3 4 5 6 7 8 9 10 11 26 .,,N\ \/* I, $ L1-� \/;\-/ \ 25 24 23 22 21 20 19 18 17 16 15 14 13 12 3x4= 5x5= 4x4= 3x6 MT2OHS FP= 4x4= 3x5= 3x3= 3x4= 1.5x4 11 4x4= 5x5= 3x311 1.5x4 II 3x3= 22-5-8 II 22-5-8 Plate Offsets(X,Y)-- F1:Edge,0-1-8),[6:0-4-8,Edgel,F18:0-1-8,Edgel,[19:0-1-8,Edgel,[26:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) -0.36 17-18 >736 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(CT) -0.48 17-18 >551 360 MT2OHS 187/143 BCLL 0.0 Rep Stress lncr YES WB 0.42 Horz(CT) 0.08 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:130 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(ffat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 25=1215/0-5-8,12=1221/Mechanical FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-25=-121010,11-12=-1215/0,1-2=-991/0,2-3=-2519/0,3-4=-3599/0,4-5=-4344/0, 5-6=-4344/0,6-7=-4213/0,7-9=-3619/0,9-10=-2517/0,10-11=-990/0 BOT CHORD 23-24=0/1870,22-23=0/3183,20-22=0/3183,19-20=0/4014,18-19=0/4344,17-18=0/4346, 16-17=0/4033,15-16=0/3173,14-15=0/3173,13-14=0/1874 WEBS 1-24=0/1452,2-24=-1397/0,2-23=0/1030,3-23=-1024/0,3-20=0/643,4-20=-658/0, 4-19=-4/862,5-19=-435/0,11-13=011488,10-13=-1403/0,10-14=0/1021,9-14=-1012/0, 9-16=0/688,7-16=-658/0,7-17=0/471,6-17=-584/183 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 _ o WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AIN-7473 rev.10/032015 BEFORE USE. lilI r Design Valid for use only with Kielce connectors.this design Is based only upon parameters shown,and Is for an indiblduaf building component,not ^ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Iniury and property damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems,seeAMS1/IPIT Quay Clop,058-89 and BCSI Belding Component 6904 Parke East Blvd. Safely Nfoim tlonavaltabie from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Coley Residence T15036363', J180666-F F03 Floor 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:25:48 2018 Page 1 ID:zjF5mitQjVw0v_RO0sQk1 LyjNvj-5pJQZIRQjEiAIU_2JJGTbVFbXgKjTOBOPra7euyf5yn 0-1-8 1-3-02-0-0 I 11-0-8 0-1u8 H Scale=1:39.5 5x5= 3x6= 8x8= 1.5x4= 4x4= 3x6= 4x4= 1.5x4 II 1.5x4 II 3x5= 3x3= 3x6 FP= 4x4= 1.5x4= 1 2 3 4 5 6 7 8 9 10 11 12 i 00 \/\/\ / o 213 I-\\ /\ / \/\ . 11. s m . - - t WO 1 e° ®e 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 3x4= 5x5= 4x4= 3x8 MT2OHS FP= 4x4= 3x3= 1.5x4 I 3x3= 3x4= 1.5x4 I I 4x4= 10x12 M18SHS= 1.5x4 H 3x4= 5x5= CAUTION, Do not erect truss backwards. 22-9-0 22-11-0 I 22-9-0 0-2-0 Plate Offsets(X,Y)-- [1:Edge,0-1-81,(12:0-1-8,Edge(,(13:Edge,0-1-81,(21:0-1-8,Edgel,[28:0-1-8,0-0-121,(29:0-1-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) -0.35 19-20 >768 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(CT) -0.49 19-20 >554 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(CT) 0.08 13 n/a n/a M18SHS 244/190 BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:131 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 27=1251/0-5-8,13=4996/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-27=-1246/0,12-13=-4991/0,1-2=-1022/0,2-3=-2608/0,3-4=-3747/0,4-5=-4563/0, 5-6=-4563/0,6-7=-4563/0,7-8=-4452/0,8-10=-3834/0,10-11=-2708/0,11-12=-1154/0 BOT CHORD 25-26=0/1931,24-25=0/3303,22-24=0/3303,21-22=0/4193,20-21=0/4563,19-20=0/4661, 18-19=0/4661,17-18=0/4249,16-17=0/3376,15-16=0/3376,14-15=0/2048 WEBS 1-26=0/1499,2-26=-1442/0,2-25=0/1075,3-25=-1072/0,3-22=0/685,4-22=-708/0, 4-21=0/868,5-21=-445/0,12-14=0/1469,11-14=-1420/0,11-15=0/1047,10-15=-1031/0, 10-17=0/706,8-17=-659/0,8-18=0/367,7-18=-331/0,7-20=-559/434 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)The Fabrication Tolerance at joint 13=7% 4)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:13-27=-10,1-12=-100 Concentrated Loads(Ib) Vert:12=-3766 2)Dead:Lumber Increase-1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:13-27=-10,1-12=-100 Concentrated Loads(Ib) Vert:12=-3766 Michael S.Magid PE No.53681 3) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 MiTek USA,Inc.FL Cert 6634 Uniform Loads(plf) 6904 Parke East Blvd.Tampa FL 33610 Vert:13-27=-10,1-6=-100,6-12=-20 Date: September 10,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*111-7473 rev.10/032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent bucking of Individual truss web and/or chord members only. Addfional temporary and permanent bracing MiTek Is always required for liability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSUIPII Quality CdMda,DSB-89 and BCB/Bina w Component 6904 Parke East Blvd. Safety WMomiallonavdlade from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Coley Residence j i T15036363 J180666-F F03 Floor 3 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:25:48 2018 Page 1 ID:zjF5mitQjVwQv_ROOsQk1 LyjNvj-5pJQZIRQjEIAIU_2JJGTbVFbXgKjTOBOPra7euyf5yn 0-1-8 t_3_0 2-0-0 1-0-8 1 O- 8 H I I I I I I 'Scale=1:39.5 5x5= 3x6= 8x8= 1.5x4= 4x4= 3x6= 4x4= 1.5x4 II 1.5x4 II 3x5= 3x3= 3x6 FP= 4x4= 1.5x4= 1 2 3 4 5 6 7 8 9 10 11 12 2f3 -'i.'\ / \,/:\/ \ ( ,,.! :-P. . -/AL/\/AL-/ w 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 3x4= 5x5= 4x4= 3x8 MT2OHS FP= 4x4= 3x3= 1.5x4 I I 3x3= 3x4= 1.5x4 II 4x4= 10x12 M18SHS= 1.5x4 II 3x4= 5x5= CAUTION, Do not erect truss backwards. 22-9-0 22-1111-0 I 22_9_0 04-0 Plate Offsets(X,Y)-- [1:Edge,0-1-81,[12:0.1-8,Edge[,[13:Edge,0-1-81,[21:0-1-8,Edge[,[28:0-1-8,0-0-121,[29:0-1-8,0-1-81 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdef I Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) -0.35 19-20 >768 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(CT) -0,49 19-20 >554 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(CT) 0.08 13 n/a n/a 1 M18SHS 244/190 BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH l Weight:131 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, SOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 27=1251/0-5-8,13=4996/0-3-8 FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-27=-1246/0,12-13=-4991/0,1-2=-1022/0,2-3=-2608/0,3-4=-3747/0,4-5=4563/0, 5-6=-4563/0,6-7=-4563/0,7-8=-4452/0,8-10=-3834/0,10-11=-2708/0,11-12=-1154/0 BOT CHORD 25-26=0/1931,24-25=0/3303,22-24=0/3303,21-22=0/4193,20-21=0/4563,19-20=0/4661, 18-19=0/4661,17-18=0/4249,16-17-0/3376,15-16=0/3376,14-15=0/2048 WEBS 1-26=0/1499,2-26=-1442/0,2-25=0/1075,3-25=-1072/0,3-22=0/685,4-22=-708/0, 4-21=0/868,5-21=-445/0,12-14=0/1469,11-14=-1420/0,11-15=0/1047,10-15=-1031/0, 10-17 /706,8-17=-659/0,8-18=0/367,7-18=-331/0,7-20=-559/434 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)The Fabrication Tolerance at joint 13=7% 4)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vett 13-27=-10,1-12=-100 Concentrated Loads(Ib) Vert:12=-3766 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert 13-27=-10,1-12=-100 Concentrated Loads(Ib) Vert:12=-3766 Michael S.Magid PE No.5366.1 3)1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 MiTek USA,Inc.FL Cert 6634 Uniform Loads(plf) 6904 Parke East Blvd.Tampa FL 33610 Vert:13-27=-10,1-6=-100,6-12=-20 Date: September 10,2018 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE ANI-7473 nw..10/03,12015 BEFORE USE Design valid for use only with MiTekgi connectors.IIs design is based only upon parameters shown,and Is for an individual building component,riot . a truss system.Before use,the building designer must verify the appllcablity of design parameters and property incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeAPflPlf ClualyClfa6,0B19d9 and BC31 Budding Component 6904 Parke East Blvd. Safety Wonnallonovdlable from Truss Plate Institute,218 N.Lee Street,Suite 312,Nexaldrra.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Coley Residence j y T15036364 J180666-F F04 Floor 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:25:49 2018 Page 1 ID:zjF5mitQjVwQv_ROOsQk1 LyjNvj-Z?tomeR2UXg1 NeZEtOni7iopz4ihCTVYeVJgBKyf5ym 0-1-8 01r HI 1-3-0 I I 2-0-0 II- Scilfe8 1:38.7 5x5= 3x6= 5x5= 1.5x4= 4x4= 3x6= 4x4= 1.5x4 II 1.5x4 II 3x5= 3x3= 3x6 FP= 4x4= 1.5x4= 1 2 3 4 5 6 7 8 9 10 11 12 ., % ti28 --\ /its \\ / \/ / \/ \/ \.• /,\ ,` • 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 3x4= 5x5= 4x4= 3x8 MT2OHS FP= 4x4= 3x3= 1.5x4 H 3x3= 3x4= 1.5x4 II 4x4= 5x5= 3x4= 1.5x4 II 3x4= 22-11-0 II 22-11-0 Plate Offsets(X,Y)-- [1:Edge,0-1-81,[12:0-1-8,Edge),[21:0-1-8,Edge),[28:0-1-8,0-0-12),[29:0-1-8,0-0-12) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.35 19-20 >785 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(CT) -0,48 19-20 >572 360 MT2OHS 187/143 BCLL 0.0 Rep Stress!nor YES WB 0.42 Horz(CT) 0.08 13 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:131 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 27=1240/0-5-8,13=1240/0-5-8 FORCES. (Ib)-Max Comp/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-27=-1235/0,12-13=-1235/0,1-2=-1013/0,2-3=-2582/0,3-4=-3705/0,4-5=-4495/0, 5-6=-4495/0,6-7=-4495/0,7-8=-4360/0,8-10=-3725/0,10-11=-2580/0,11-12=-1013/0 BOT CHORD 25-26=0/1913,24-25=0/3267,22-24=0/3267,21-22-0/4140,20-21=0/4495,19-20=0/4576, 18-19=0/4576,17-18-0/4149,16-17=0/3259,15-16=0/3259,14-15=0/1914 WEBS 1-26=0/1485,2-26=-1429/0,2-25=0/1062,3-25=-1058/0,3-22=0/674,4-22=-692/0, 4-21=0/845,5-21=-433/0,12-14-0/1486,11-14=-1431/0,11-15=0/1057,10-15=-1047/0, 10-17=0/719,8-17=-672/0,8-18-0/380,7-18=-343/0,7-20=-531/462,6-20=-254/161 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 cc 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. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.1003/2015 BEFORE USE. Mil Design valid for use only with MiTek®connectors.this design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see/WSW/MI QuaifyCited°,D38-89 and BCSI Balding Component 6904 Parke East Blvd. Safely bMomra&nsvollable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa FL 33610 Job Truss truss Type Qty Ply Coley Residence I k 715036365;, J180666-F F05 FLOOR GIRDER t 2 Job Reference(optional) Manning Building Supplies.Jacksonville,FL 8.220 S Jun 23 2018 MTek Industries,Inc. Mon Sep 10 10:55:29 2018 Page 1 ID:zjF5mitQjVwOv_ROOsQk1 LyjNvj-DdunIKS8gdjeXIDxO8UjRvjQ6zW9ErAKaccsNgyf3mS 0-1-8 NI 1-3-0 I I 2-0-0 110-8 0-1-8 scene=1:38.7 4x4= 3x6 FP= 1.5x4= 5x10= 6x6= 3x6 I' 3x6 II 6x6= 4x7 I I 5x8 M18SHS= 1.5x4= 1 2 3 4 5 6 7 8 9 10 11 12 o • • T • \Wt I I I kr / \ / ...-, 29 c, III-.1E:D\ /ALA. /ALWA1111116 IAL r �I. �/. 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 3x3= 3x8 MT2OHS FP= 4x4= 1.5x4 II 4x4= 4x4= 1.5x4 I I 3x3= 1.5x4 H 4x4= SEE STANDARD INDUSTRY TWO PLY FLOOR TRUSS CONNECTION DETAIL FOR PLY TO PLY CONNECTION,OR LOAD IS TO BE EVENLY APPLIED TO BOTH PLIES AS APPLICABLE. CAUTION, Do not erect truss backwards. 22-11-0 22-11-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[6:0-3-0,0-0-0],[10:0-4-0,Edge],[12:0-1-8,Edge],[20:0-1-8,Edge],[21:0-1-8,Edge],[28:0-1-8,0-0-12],[29:0-1-8,0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) IVdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.28 19-20 >985 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(CT) -0.49 19-20 >558 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.45 Horz(CT) 0.09 13 n/a n/a M18SHS 244/190 BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:295 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SP 2250F 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(flat) REACTIONS. (lb/size) 27=2151/0-5-8,13=2325/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 27-28=-2146/0,1-28=-2144/0,13-29=-2319/0,12-29=-2317/0,1-2=-1824/0, 2-3=-4965/0,3-4=-7779/0,4-5=-10868/0,5-6=-10868/0,6-7=-10951/0,7-8=-11110/0, 8-9=-8620/0,9-10=-8620/0,10-11=-5408/0,11-12=-1980/0 BOT CHORD 25-26-0/3462,24-25=0/6661,23-24=0/6659,22-23=0/6659,21-22=0/8975, 20-21=0/10868,19-20=0/12340,18-19=0/12345,17-18=0/9953,16-17=0/7260, 15-16=0/7259,14-15=0/3761 WEBS 1-26=0/2680,2-26=-2601/0,2-25=0/2379,3-25=-2498/0,3-22=0/1734,4-22=-1854/0, 4-21=0/3165,5-21=-2083/0,12-14=0/2909,11-14.2828/0,11-15=0/2609, 10-15=-2725/0,10-17=0/2107,8-17=-2065/0,8-18=0/1832,7-18=-1868/0,7-20=-2765/0, 6-20=0/1887 NOTES- 1)Fasten trusses together to act as a single unit as per standard industry detail,or loads are to be evenly applied to all plies. 2)Unbalanced floor live loads have been considered for this design. 3)All plates are MT20 plates unless otherwise indicated. 4)All plates are 5x5 MT20 unless otherwise indicated. 5)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1996 lb down at 12-6-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:13-27=-10,1-12=-100 Concentrated Loads(Ib) Michael S.Magid PE No,53691 Vert:7=-1996(6) MiTek USA,Inc.FL Cert 6634 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 im 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE MIF7473 rev.IG012015 BEFORE USE. Designvalid for use only with MlTek3)connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPII Quay CNMrb,DSI-89 and BCS/Bidding Camponon/ 6904 Parke East Blvd. Safely hstonnanonivailable from Truss Plate Institute,218 N.lee Street,Suite 312.Alexandria-VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Coley Residence I a 115036365 J180666-F F05 FLOOR GIRDER 1 2 Job Reference(optional) Manning Building Supplies.Jacksonville,FL 8.220 s Jun 23 2018 MiTek Industries.Inc. Mon Sep 10 10:55.29 2018 Page 1 ID:zjF5mitQjVwQv_ROOsQk1 LyjNvj-DdunIKS8gdjeXlDxQ8UjRvjQ6zW9ErAKaccsNgyf3mS 0-1-8 H I 1-3.0 2-0-0 -H I 1-0-8 0-,14-8 Scee=1:38.7 4x4= 3x6 FP= 1.5x4= 5x10= 6x6= 3x6 I I 3x6 I I 6x6= 4x7 I I 5x8 Ml8SHS= 1.5x4= 1 2 3 4 5 6 7 8 9 10 11 12 \ / \ / \ " ia\ /a, 29 m e s QST• 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 3x3= 3x8 MT2OHS FP= 4x4= 1.5x4 I I 4x4= 4x4= 1.5x4 II 3x3=- 1.5x4 1.5x4 II 4x4= SEE STANDARD INDUSTRY TWO PLY FLOOR TRUSS CONNECTION DETAIL FOR PLY TO PLY CONNECTION,OR LOAD IS TO BE EVENLY APPLIED TO BOTH PLIES AS APPLICABLE. CAUTION,Do not erect truss backwards. 22-11-0I l 22-11-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[6:0-3-0,0-0-0],[10:0-4-O,Edge],[12:0-1-8,Edge],[20:0-1-8,Edge],[21:0-1-8,Edge],[28:0-1-8,0-0-12],[29:0-1-8,0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.28 19-20 >985 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(CT) -0.49 19-20 >558 360 MT2OHS 187/143 BCLL 0.0 Rep Stress lncr NO WB 0.45 Horz(CT) 0.09 13 n/a n/a M18SHS 244/190 BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:295 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SP 2250F 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(flat) REACTIONS. (lb/size) 27=2151/0-5-8,13=2325/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 27-28=-2146/0,1-28=-2144/0,13-29=-2319/0,12-29=-2317/0,1-2=-1824/0, 2-3=-4965/0,3-4=-7779/0,4-5=-10868/0,5-6=-10868/0,6-7=-10951/0,7-8=-11110/0, 8-9=-8620/0,9-10=-8620/0,10-11=-5408/0,11-12=-1980/0 BOT CHORD 25-26=0/3462,24-25=0/6661,23-24=0/6659,22-23=0/6659,21-22=0/8975, 20-21=0/10868,19-20=0/12340,18-19=0/12345,17-18=0/9953,16-17=0/7260, 15-16=0/7259,14-15=0/3761 WEBS 1-26=0/2680,2-26=-2601/0,2-25=0/2379,3-25=-2498/0,3-22=0/1734,4-22=-1854/0, 4-21=0/3165,5-21=-2083/0,12-14=0/2909,11-14=-2828/0,11-15-0/2609, 10-15=-2725/0,10-17=0/2107,8-17=-2065/0,8-18=0/1832,7-18=-1868/0,7-20=-2765/0, 6-20=0/1887 NOTES- 1)Fasten trusses together to act as a single unit as per standard industry detail,or loads are to be evenly applied to all plies. 2)Unbalanced floor live loads have been considered for this design. 3)All plates are MT20 plates unless otherwise indicated. 4)All plates are 5x5 MT20 unless otherwise indicated. 5)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1996 lb down at 12-6-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:13-27=-10,1-12=-100 Concentrated Loads(Ib) Michael S.Magid PE No.53681 Vert:7=-1996(6) MiTek USA,Inc.FL Cert 6634 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek:,connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly ktcorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. tot general guidance regarding the fabrication.storage.delivery.erection and bracing of trusses and truss systems.seeAte4/1P11 Camay C,Nrb,DS8d9 and BCS/Belding Component 6904 Parke East Blvd. Safely WoaeallDNl3vdlable from Truss Rate institute,218 N.Lee Street,Suite 3I2,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Ply Coley Residence / e T15036366 J180666-F F06 Floor 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:25:52 2018 Page 1 ID:zjF5mitQjVwQv_RO05Qk1 LyjNvj-zaZwOfUwmSCcE5HpY8LPILQFIHitPgB_KTYKnfyf5yj 0-1-8 H I 1-3-0 I 2-1-0 I I 0-7-12 I le=1:20.5 3x4= 1.5x4= 3x3= 3x5= 3x3= 1.5x4 II 1.5x4 I I 6x6= 1 2 3 4 5 6 7 • • N 6 —' \V — / 0 Et e9 `0 14 13 12 11 10 95x5= 8 3x3= 3x4= 3x3= 1.5x4 I I 3x3= 3x3= 3x3 11 9-1-8 12-4-4 II 9-1-8 I 3-2-12 Plate Offsets(X,Y)-- 19:0-1-8,Edge),(16:0-1-8,0-0-121 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 1.00 Vert(LL) -0.27 10-11 >541 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(CT) -0.37 10-11 >392 360 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0.01 8 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:731b FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP 2250F 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2(flat) 2-2-0 oc bracing:9-10. REACTIONS. (Ib/size) 15=659/0-5-8,8=666/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-654/0,7-8=-1001/0,1-2=-497/0,2-3=-1123/0,3-4=-1331/0,4-5=-702/0,5-6=-702/0,6-7=-668/0 BOT CHORD 13-14=0/929,12-13=0/1293,11-12=0/1293,10-11-0/1214,9-10=W702 WEBS 1-14=0/726,2-14=-687/0,2-13=0/308,3-13=-261/0,6-9=-790/0,7-9=0/1501,4-10=-794/0,5-10=0/324 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. Michael S.Magid PE No.53661 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 -- Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7073 rev.10/73/2015 BEFORE USE. i - Design Valid for use only with t iiTektr connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeMAISUIPII Qualy weft D5.19 and DWI aued/p Component 6904 Parke East Blvd. Safety h*nnaMonrvallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job I Truss Truss Type Qty Ply Coley Residence i , T15036367', J180666-F F07 GABLE 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:25:53 2018 Page 1 ID:zjF5mitQjVwQv_ROOsQk1 LyjNvj-Rm7Jc?VZXmLTrFs?6sselYyYdhEK8LE8Y7HuK5yf5yi 0-1-8 H I 1-3-0 I 1-2-8 I I 1-10-8 I I 0-11-0 I 0' Scale=1:22.2 THA426 THA426 1.5x4= 1.5x4 II 3x6 I I 6x6= 3x6 I I 6x6= 6x6= 1 2 3 4 5 6 7 8 20 9 Y, li d ±, ,,, Irr aD ./4 I i kPA : . .. .. i�-:°:•:°iii i i❖:•:�i�i�i�i i i i i i i i�i�i�i i i i❖:�i i i i�i�i�i�ii':�i�i i�i�i�i�i�i i•:�i i�i�i�i�i i�i�i❖:•:�i�i�0i�0 i•:iii i�i�i�i i i❖:i�i�i�i�i�i�i�����"�"'i°�'i -. .,io..i..i ...ii'ii.i..iii..iii..ii.�i.ii..i...<!,iiO.i..i..i.i.iiiiii..i0i.i..iiiiilii..iii..i<!ii44.ii..i..iiiii:44. i -.;..g:;:!%::::!:!:!::::SSI:*..1.1.1.l.:::.:!:!:!:.!.!.::.!.!.!.l l.4Syl..!:_.l l y:l.S::y:.y:!.l.S::.l l.!.!.!.!.*.::!.!.!._'.!.!•!•_.--: Job Truss Truss Type Qty Ply I Coley Residence • T15036367, J180666-F F07 GABLE 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:25:53 2018 Page 1 ID:zjF5mitQjVwQv_ROOsQk1 LyjNvj-Rm7Jc?VZXmLTrFs?6sselYyYdhEK8LE8Y7HuK5yf5yi 0-1-8 1-3-0 1-2-8 1-10-8I I 0-11-0 I 0-7-4 Ile=1:22.2 THA426 THA426 1.5x4= 1.5x4 I I 3x6 I I 6x6= 3x6 I I 6x6= 6x6= 1 2 3 4 5 6 7 8 20 9 •I 19 • /z1 • • '•' s •- •I • i°:i❖:❖:�i�i'i�i�i�Ji�i�Oi�i�i iL��Ji�i^i^i�i�iiSSO�i�i�i�i�i�i^i�i�i^i'i•I+i^i�00i�i�i�i�i i�i�0i�0i^i�i'i�i�0i�i�i�i�i�i�i�i�i i•:�Oi1•:i i•:�i�0i�i�i�i^i�i _ .'i ii`i.i i i i i i i i��i�il�i�i�i�i i i i i�i i i�ii�i�i iii i i�!i�i i i��i i ii4�i i i'Oi�i i�i�i i i i i i i i i�ii4 i�i�i�i i i<��O iii�i�i�i�i�i�i^•��'i -__'•:!;:_•: i•:!:_%i!i!i!i!i!%i!i!i!i!:!••.i:::!•:..!•!•!•!•!•:::•!•!•!•!•!•:•::..!:1_•!•!•!•!•!•:•!•!•:•y!•y.:....!.!•!.!.!•!.:.=.!•:::y:!•!.!.!.!•^:: 12 11 FASTEN TRUSS TO BEARING FOR THE 4x7= GRAVITY UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. 9-4-0 91518 12-6-0 13-5-12 9-4-0 0-1-8 3-0-8 0-11-12 Plate Offsets(X,V)-- (19:0-1-8,0-0-12) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.01 12 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.14 Vert(CT) -0.01 12-13 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(CT) 0.00 10 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:94 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:15-16,11-12. REACTIONS. All bearings 9-5-8 except(jt=length)18=0-5-8,18=0-5-8,10=0-8-4,11=0-8-4. (lb)- Max Uplift All uplift 100 lb or less at joint(s)except 10=-221(LC 3) Max Gray All reactions 250 lb or less at joint(s)18,18,13,13,13,17,14,16 except 15=317(LC 3), 11=3163(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 6-7=-289/0,7-8=-271/0 BOT CHORD 13-14=0/289,12-13=0/289 WEBS 8-11=-2712/0,9-11—476/0,7-12=-388/0,8-12=0/466 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Gable studs spaced at 1-4-0 oc. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 221 lb uplift at joint 10. 5)N/A 6)Load case(s)1,2,3,4 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)CAUTION,Do not erect truss backwards. 9)Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent spaced at 1-6-4 oc max.starting at 11-5-12 from the left end to 13-0-0 to connect truss(es)to back face of top chord. 10)Fill all nail holes where hanger is in contact with lumber. 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+Floor Live(balanced):Lumber Increase-1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-18-10,1-9=-100 Concentrated Loads(Ib) Michael S.Magid PE No.53681 Vert:8=-1996 7=-313(B)20=-346(B) MiTek USA,Inc.FL Cert6634 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 6904 Parke East Blvd.Tampa FL 33610 Uniform Loads(plf) Date: Vert:10-18=-10,1-9=-100 September 10,2018 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111-7173 rev.10/03/2015 BEFORE USE. Design valid for use only with IvIlTekV connectors.this design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer roust verify the applicability of design parameters and properly incorporate this design Into the overall building design. &acing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required fa stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication storage,delivery,erection and bracing of trusses and truss systems,seeANWIPIl Quay CICMdo,DSD-89 and ICES Itulldevg Component 6904 Parke East Bivd. Safely Weirnalkinovallable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Coley Residence 1 + T15036368'. J180666-F F08 Floor Supported Gable 1 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:25:55 2018 Page 1 ID:zjF5mitQjVwQv_ROOsOk1 LyjNvj-09E31 hW p3NbB5ZOODHu6Nz1 zGVxfcHDQORm_O_yf5yg 0-1 8 Hi Scale=1:36.2 3x6 FP= 3x3 II 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 •• 38•m I�OillIlIlliMIMIIIIMIIIIIM• ♦••••••••i i• ••••••••••iii•!•!•!i•!•!•!•!• . 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x3= 3x6 FP= 3x5=- 21-8-0 2180 21-8-0 Plate Offsets(X,Y)-- (1:Edge,0-0-121,(38:0-1-8,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 1 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.02 Horz(CT) 0.00 20 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-R Weight:106 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, ROT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 21-8-0. (lb)- Max Gray All reactions 250 lb or less at joint(s)37,20,36,35,34,33,31,30,29,28,27,26,25,24,23, 22,21 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. Michael S.Magid PE No.53661 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 is Q WARNING-Verily design pasmeters and READ NOTES ON THIS AND INCLUDED MI7EK REFERANCE PAGE Me-7473 rev.10/032015 BEFORE USE. Design valid for use only with Wield;connectors.this design Is based only upon parameters shown,and is for an kidMdud building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANit/►PII Qualry Cdelta,05849 and 8CSI Bolding Component 6904 Parke East Blvd. Salletykdomlafan7valiab1e from Truss[late Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Coley Residence I t . T15036369' J180666-F F09 Floor 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:25:56 2018 Page 1 ID:zjF5mitOjVwQv_ROOsQk1 LyjNvj-sLoRE 1 XRghj2iiban_PLvBaydu6TLgLaFSW YwQyf5yf 0-1-8 1-3-02-5-12 j 1-3-12 H I I I I Scale=1:36.2 4x4= 1.5x4= 3x4= 3x5= 3x10= 3x6 FP= 4x7= 1.5x4 II 3x6= 1 2 3 4 5 6 7 8 9 10 11 II 27 \/\ ////` ////` /\,./m a •-e-I • s 0\ 4 25 24 23 22 21 20 19 18 17 g 15 14 13 12 4x4= 3x6 FP= 1.5x4 II 3x5= 4x4= 1.5x4 I I 1.5x4 II 15-11-12II 21-8-0 15.11-12 5-8-4 Plate Offsets(X,Y)-- [1:Edge,0-1-8],(5:0-4-8,Edge),[19:0-1-8,Edge),[27:0-1-8,0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL) -0.23 20-21 >844 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(CT) -0.30 20-21 >642 360 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT) 0.03 12 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight: 128 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:16-17,15-16. REACTIONS. (lb/size) 26=874/0-7-4,12=330/Mechanical,16=1146/0-3-8 Max Gray 26=878(LC 10),12=413(LC 7),16=1146(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-26=-872/0,11-12=-408/0,1-2=-689/0,2-3=-1675/0,3-4=-2200/0,4-5=-2224/0, 5-6=-1727/0,6-8=-800/0,8-9=-502/0,9-10=-502/0,10-11=-265/0 BOT CHORD 24-25=0/1296,23-24=0/2048,21-23=0/2048,20-21=0/2224,19-20=0/2224,18-19=0/2219, 17-18=0/1359,16-17=-190/406,15-16=-190/406,14-15=0/502,13-14=0/502 WEBS 8-16=-1174/0,1-25-0/1009,2-25=-963/0,2-24=0/602,3-24=-576/0,3-21=0/269, 4-21=-263/95,4-20=-257/30,8-17=0/994,6-17=-903/0,6-18=0/611,5-18=-778/0, 5-19=0/278,11-13=0/398,8-15=0/484,10-13=-365/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.13V 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. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 __ Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED NITER REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.lhis design Is based only upon parameters shown,and Is for rn kdividual bukdkng component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stablltty and to prevent collapse with possible personal injury and property damage. For gen«anal rluidanca re3arding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAllW/►7f1 Quary Chula,DSB-89 and BCSI Bolding Component 6904 Parke East Blvd. Safety btfoanalbnuvdiable from Truss Plate institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply !Coley Residence r r T15036370 J180666-F F10 Floor 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:25:58 2018 Page 1 ID:zjF5mitQjVwOv_ROOsQk1 LyjNvj-okwBf[YhMlzlyOlzuPSp?cf19iotpaptiP?f?lyf5yd 0-1-8 HI 1-3-0 I 2-5-12 I 1-9-4 Scale=1:36.9 4x4= 1.5x4= 3x4= 3x5= 3x10= 3x6 FP= 4x7= 1.5x4 II 3x6= 1 2 3 4 5 6 7 8 9 10 11 T. L 27 .,„\ 7\/ \/ \/1\111\./ ," _ s s P\/• o� 6 25 24 23 22 21 20 19 18 17 15 14 13 4x4= 3x6 FP= 1.5x4 I I 3x5= 4x4= 1.5x4 I I 1.5x4 I. 15-11-12II 22-1-8 15-11-12 6-1-12 Plate Offsets(X,Y)-- ft:Edge,0-1-8],(5:0-4-8,Edge),[19:0-1-8,Edge],[27:0-1-8,0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL) -0.23 20-21 >836 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(CT) -0,30 20-21 >640 360 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(CT) 0.03 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:129 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:16-17,15-16. REACTIONS. (lb/size) 26=879/0-7-4,12=367/0-5-8,16=1154/0-3-8 Max Gray 26=883(LC 10),12=427(LC 7),16=1163(LC 9) FORCES. (Ib)-Max.Comp./Matt.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-26=-878/0,11-12=-421/0,1-2=-694/0,2-3=-1689/0,3-4=-2224/0,4-5=-2259/0, 5-6=-1772/0,6-8=-853/0,8-9=-529/0,9-10=-529/0,10-11=-278/0 BOT CHORD 24-25=0/1306,23-24=0/2067,21-23=0/2067,20-21=0/2259,19-20=0/2259,18-19=0/2253, 17-18=0/1410,16-17=-74/393,15-16=-74/393,14-15=0/529,13-14=0/529 WEBS 8-16=-1179/0,1-25=0/1016,2-25=-970/0,2-24-0/609,3-24=-583/0,3-21=0/284, 4-21=-294/98,4-20=-259/47,8-17=0/991,6-17=-901/0,6-18=0/606,5-18=-770/0, 5-19=0/280,11-13=0/417,8-15=0/474,10-13=-387/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 31 nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*55.7473 rw.10032015 BEFORE USE - Design valid tot use only with MiTek®coot,e tors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer roust verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Miiek is always required for stab iltty and to prevent collapse wtih possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPII Quay CrMda,DS1149 and SCSI auIWew Component 6904 Parke East Blvd. Sato SyhrfofmaSOnrvdlab le horn Truss Plate Institute.218 N.lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Coley Residence I r 115036371 J180666-F Flt Floor Supported Gable I1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:25:59 2018 Page 1 ID:zjF5mitQjVwQv_ROOsQk1 LyjNvj-GwUas2ZJ7c5cZAK9S6z2XpCfK6JgY5E0x3kCX1yf5yc 0-h 0-1 8 Hi Scale=1:37.0 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 .. _ _ _ h .._ Y _ - 1'9 tilM 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x3= 3x6 FP= 3x3= 22-1-8 22-1-8 Plate Offsets(X,Y)-- (1:Edge,0-0-121,139:0-1-8,0-0-121,140:0-1-8,0-0-121 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d I PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 20 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-R Weight:107 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 22-1-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)38,20,37,36,35,34,32,31,30,29,28,27,26,25,24, 23,22,21 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Michael S.Magid PE No.53881 MiTek USA,Inc.FL Cert 8634 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 o WARNING-Verity design parameters and READ NOTES ON THIS AND MICLUDED MtTEK REFERANCE PAGE MN-7473 rev.10/a3201S BEFORE USE. Mil^ Design valid for use only with Weld,'connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANS1/IPII Quallly C/lerta,05849 and RCS/Ruldhlg Component 6904 Parke East Blvd. Safety tafetmaMaliVdla bte from Truss Plate Institute.218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Coley Residence a T15036372 J180666-F A01 Common 8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:25:23 2018 Page 1 ID:zjF5mitQjVwQv_ROOsQk1 LyjNvj-K?JzJ17kbYZjFeaELZJc4DjTmbgh7n6jfSOlHgyf5zA 4-9-8 9-3-8 13-9-8 18-7-0 4-9-8 4-6-0 4-6-0 4-9-8 4x4= Scale=1:37.8 4 PI 7.00 12 18 110019 1.5x4 1.5x4 3 5 • • 17 4x4 i 4x4 2 6 ,oloor 1 � .au ` 61,71% d� 1■ .1 6 8 .. 3x8113x8= 3x811 9-3-8 18-7-0 I 9-3-8 9-3-8 Plate Offsets(X,Y)-- (1:0-3-8,Edge],(7:0-5-7,Edge) LOADING(psf) SPACING- 2-0-0 CSL DEFL- in (roc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.09 8-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.18 8-11 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.16 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:94 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 2-0-0,Right 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=688/0-5-8,788/0-5-8 Max Horz 1=-154(LC 10) Max Uplift 1=-247(LC 12),7=-247(LC 12) FORCES. (Ib)-Max CompiMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-913/410,3-4=-770/345,4-5=-770/345,5-7=-913/410 BOT CHORD 1-8=-272/773,7-8=-272/755 WEBS 4-8=-171/520,5-8=-300/201,3-8=-300/201 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End ,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-3-8,Exterior(2)9-3-8 to 12-3-8,Interior(1)12-3-8 to 18-7-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(It=lb) 1=247,7=247. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 IMMO Ai WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/03!2015 BEFORE USE. Design valid for use only wt h MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mile k. is always required for stability and to prevent collapse with possible personal inlury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANTa/D/l QualyClh/6,DSB-89 and SCM laldhy Component 6904 Parke East Blvd. Solely Wcnnaflanavallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Coley Residence I T15036373'. J180666-F A02 Common 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:25:24 2018 Page 1 ID:zjFSmitOjVwQv_ROOsQk1 LyjNvj-oBsLW48MMshato8RvGrrcRFdM?AAsC?su6mrpHyf5z9 4-9-8 9-3-8 13-2-8 17-5-0 4-9-8 4-6-0 3-11-0 4-2-8 4x4= Scale=1:37.9 4 0, 7.00112 15 14 3x5* 1.5x4* 5 3 �: 16 • 13 • • 4x4 i 1.5x4 II 6 2 iiiiip , i n- . • .... AldlLh. gi .,, 6 le .. CO 8 0 7 3x8 II 3x8= 3x5= 9-3-8 17-5-0 9-3-8 8-1-8 Plate Offsets(X,Y)-- (1:0-3-8,Edge) I LOADING(psf) SPACING- 2-0-0 CSI. � DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 I Vert(LL) -0.09 8-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 i Vert(CT) -0.19 8-11 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.31 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:94 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=639/0-5-8,7=639/0-3-8 Max Horz 1=187(LC 11) Max Uplift 1=-230(LC 12),7=230(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-830/380,3-4=-682/313,4-5=-686/315 BOT CHORD 1-8=-308/724,7-8=-241/569 WEBS 3-8=-312/207,4-8=-160/454,5-7=-642/277 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45tt;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-3-8,Exterior(2)9-3-8 to 12-3-8,Interior(1)12-3-8 to 17-3-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 1=230,7=230. Michael S.Magid PE No.63661 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 911-7473 rev.10N3/2015 BEFORE USE. but Design valid for use only with MiTekf connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiRek' is always required for stablitty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAllply►pl►Qualy C,IHda,058.89 and CCSI building Compandint 6904 Parke East Blvd. Salify Wonna►bnrvdtabie from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Coley Residence T15036374 J180666-F A03 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:25:25 2018 Page 1 ID:zjF5mitQjVwQv_ROOsQk1 LyjNvj-GNQjk09_79pRUyjdTzM49eokoPbcbfH06mVPLjyf5z8 5-9-8 10-7-5 17-5-0 5-9-8 4-9-14 6-9-11 4x7= Scale=1:41.4 3x4 II 4 15 16 17 5 :— me 7.00 12 3x5 14 3 I 13 4x4 2 40m • AB 7 18 s 3x6 II 1.5x4 I! 3x4= 3x4= 5-9-8 10-7-5 17-5-0 5-9-8 4-9-14 6-9-11 Plate Offsets(X,Y)-- [1:0-2-4,0-0-1],(4:0-5-4,0-2-0) I � LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.06 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 i BC 0.47 Vert(CT) -0.11 6-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.31 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:106 lb FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-8-13 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-4-6 SLIDER Left 2x6 SP No.2 2-0-0 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131'x31 nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 1=639/0-5-8,6=639/0-3-8 Max Horz 1=325(LC 11) Max Uplift 1=-219(LC 12),6=-322(LC 9) Max Gray 1=639(LC 1),6=675(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-789/372,3-4=-546/319 BOT CHORD 1-8=-553/917,7-8=-553/917,6-7=-359/561 WEBS 3-7=-461/248,4-7=-106/421,4-6=-645/370 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-7-5,Exterior(2)10-7-5 to 14-10-4,Interior(1)14-10-4 to 17-3-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=219,6=322. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 mit Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERANCE PAGE A11-7473 rev.10/032015 BEFORE USE. Design valid for use only with MiTekS connectors.This design Is based only upon parameters shown,and is for m Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAAW/IPII Cua/y CsNAo,DSS-19 and SCSI Belding Component 6904 Parke East Blvd. SafetybMoamaMDmvdiabie from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss I russ Type Qty Ply Coley Residence r r T15036375 J180666-F A04 HALF HIP 1 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL 8.220 s Jun 23 2018 MiTek Industries,Inc. Mon Sep 10 09:00:032018 Page 1 I D:zjF5mitQjVwQv_ROOsOk1 LyjNvj-0AOT85dimc6MdwkphYEYkLstu2gOTOBty3tNHGyf5Sg 6-3-7 12-7-5 17-5-0 6-3-7 6-3-14 4-9-11 4x7= Scale=1:47.3 1.5x4 I' 4 15 165 f, 7.00 FIT 14 3x5 3 13 4x4 2 1 40, 17 -� 7 3x4=g 1.5x4 II 3x4= 3x6 I1 6-3-7 12-7-5 17-5-0 6-3-7 6-3-14 4-9-11 Plate Offsets(X,Y)-- [1:0-2-4,0-0-11,[4:0-5-4,0-2-0j LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.04 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.08 7-8 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.60 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:112 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-9-10 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-5-6,4-6 SLIDER Left 2x6 SP No.2 2-0-0 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131'x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=639/0-5-8,6=639/0-3-8 Max Horz 1=303(LC 12) Max Uplift 1=157(LC 12),6=-303(LC 12) Max Gray 1=639(LC 1),6=680(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=372/51,2-13=-791/206,3-13=-724/221,3-14=-430/96,4-14=-347/120 BOT CHORD 1-8=-428/807,7-8=-428/807,7-17=-175/326,6-17=-175/326 WEBS 3-8=0/251,3-7=-591/304,4-7=-122/441,4-6=-630/337 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25tt;B=45tt;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-7-5,Exterior(2)12-7-5 to 16-10-4,Interior(1)16-10-4 to 17-3-4 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces &MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 157 lb uplift at joint 1 and 303 lb uplift at joint 6. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert8634 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 � r 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10A73.2015 BEFORE USE. Design valid for use only with MMTekS connectors.this design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required tot stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANNVIPII away C/hib,058-89 and SCS/au/ding Component 6904 Parke East Blvd. Safely Monna/bnavdlable from Truss Plate Institute,218 N.Lee Street,Suite 312,AlexandrIa,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Coley Residence r 715036376 J180666-F A05 GABLE 1 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:25:27 2018 Page 1 ID:zjFSmitQjVwQv_ROOsOkt LyjNvj-CmYT96AFfn39kFt?a00YE3t1 RCHW3VzJa4_WQbyf5z6 7-5-0 12-4-2 14-7-5 17-5-0 7-5-0 4-11-2 2-3-3 2-9-11 3x4= 3x4= Scale=1:54.3 5 6 7.00112 t 3x4 4 O 11016 ( t‘il 1.5x4 II 3 12x4 II 1;4IIl 7 ,, 9 + 1 ,,,..., ri o 3::•:•:•::•::.::;.' 17 18 .21 9 2x4 II 2x4 II 8 7 3x5 i 3x4= 6x6= 2-2-0 7-5-0 17-5-0 2-2-0 5-3-0 I 10-0-0 Plate Offsets(X,Y)-- [5:0-2-0,0-2-51,[6:Edge,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.14 7-8 >999 240 MT20 244/190 TCDL 7.0 i Lumber DOL 1.25 BC 0.51 Vert(CT) -0.26 7-8 >699 180 BCLL 0.0 * Rep Stress Incr YES WB 0.55 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:125 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 1-2:2x6 SP No.2 except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2*Except* WEBS T-Brace: 2x4 SP No.2-6-7,4-7 3-8:2x4 SP 2250F 1.9E Fasten(2X) T and I braces to narrow edge of web with 10d OTHERS 2x4 SP No.2 (0.131'x3')nails,6in o.c.,with Sin minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 7=556/0-3-8,1=101/2-5-8,9=621/0-3-8 Max Horz 1=435(LC 11) Max Uplift 7=-279(LC 9),9=-293(LC 12) Max Gray 7=678(LC 17),1=200(LC 18),9=631(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-629/315,1-2=-822/243 BOT CHORD 1-9=-388/739,8-9=-388/739,7-8=-340/467 WEBS 2-3—433/228,4-8=136/450,4-7=-582/391 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=lolmph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24tt;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-7-5,Exterior(2)14-7-5 to 17-3-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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)Provide adequate drainage to prevent water ponding. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tat by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7=279,9=293. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 wit 1 � I 0 WARNING-Vivify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AN-7473 rev.10/032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' k always required for sTabatty and to prevent coilapse with possible personal injury and propertydamage. For general guidcnce regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANS/►PII QUaly Canna,1356d9 and LC31 Bidding Component 6904 Parke East Blvd. Safety bMonna/bi►3vdlade from Truss Plate Institute.218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Coley Residence r TI5036377 J180666-F A06 HALF HIP 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:25:28 2018 Page 1 I D:zj FSmitQjVwQv_ROOsQkt Lyj Nvj-gy6sMSBtQ4BOLPSC86vnnHQl LccQoOvSokk3y2yf5z5 5-5-0 10-0-3 14-7-5 15-5-0 5-5-0 4-7-3 4-7-3 a-1 Scale:3/16'=1' 3x4-=- 1.5x4 1.5x4 I 4 5 /IMF 7.00 12 3x4 310 1.5x4 I I \ 2 A 3x5 1 4 8' 7 11 12 S 2x4 H 3x8= 6x6 5-5-0 15-5-0 5-5-0 10-0-0 Plate Offsets(X,Y)-- 14:0-2-0,0-2-51 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.32 Vert(LL) -0.12 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.20 6-7 >909 180 BCLL 0.0 * Rep Stress Incr YES WB 0.32 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 I Matrix-MSH Weight:119 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-5-6,3-6 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131'x3')nails,6in o.c-,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 6=560/0-3-8,8=560/0-5-8 Max Horz 8=400(LC 12) Max Uplift 6=-339(LC 12),8=-63(LC 12) Max Gray 6=687(LC 17),8=573(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-656/43,2-3=-688/189,1-8=-577/94 BOT CHORD 7-8=-445/435,6-7=-213/345 WEBS 2-7=-352/254,3-7=-244/562,3-6=-581/359,1-7=0/487 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 14-7-5,Exterior(2) 14-7-5 to 15-3-4 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8 except(jt=lb) 6=339. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Michael S.Magid PE No.53661 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/032015 BEFORE USE mit Design valid for use only with MITeirr connectors.this design is based only upon parameters shown,and is for an Individual beading component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Wry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAAW/IPII Qua y Ctitetta,DES-89 and BCSI Wldhp Component 6904 Parke East Blvd. Safety h/oanalbnavdlable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tarnpa.FL 33610 Job Truss Truss Type I Qty Ply Coley Residence . TI5036378 J180666-F A07 MONOPITCH 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:25:29 2018 Page 1 ID:zjF5mitOjVwQv_ROOsQk1 LyjNvj-89gEZoCVBOJtzZ1 OipQOJUzT50yYXSRb10TcUUyf5z4 5-5-0 10-3-4 15-5-0 5-5-0 4-10-4 5-1-12 1.5x4 II Scale=1:61.6 4 9 Too 12 3x4 3 1.5x4 I 2 II 3x5KA • 1.1111.111114111111111111111 lee se 7 6 10 11 5 2x4 I I3x8= 6x6= 5-5-0 15-5-0 5-5-0 10-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.12 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.20 5-6 >893 180 BCLL 0.0 * Rep Stress lncr YES WB 0.36 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH 1 Weight:120 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-4-5,3-5 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131'x3')nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 7=560/0-5-8,5=560/0-3-8 Max Horz 7=415(LC 12) Max Uplift 7=-53(LC 12),5=-349(LC 12) Max Gray 7=570(LC 17),5=699(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-654/31,2-3=-692/183,1-7=-575/84 BOT CHORD 6-7=-452/448,5-6=-196/330 WEBS 2-6=-365/264,3-6=-262/587,3-5=-587/350,1-6=0/489 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 15-3-4 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except(jt=1b) 5=349. 5)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert6634 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*11.7473 rev.10/032015 BEFORE USE. Design valid for use only with MITeicr connectors.this design Is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Inlay and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeA4►gppI►pudgy Cdodv,018-89 and gal Sulam compdmid 6904 Parke East Blvd. SaNiy IYomvalblgvaeabte from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Coley Residence ' T15036379'I J180666-F 801 Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:25:31 2018 Page 1 ID:zjF5mitQjVwQv_ROOsOk1 LyjNvj-5XoUEIj?ZbCtBnpETUPv2fYpXc?F6uViyjZNyf5z2 3-7-12 7-0-0 12-11-6 18-8-15 24-6-9I 30-4-2 36-3-8 3-7-12 3-4-4 5-11-6 5-9-10 5-9-10 5-9-10 5-11-6 Scale=1:65.7 NAILED 3.0012 10x12 M18SHS= NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 2x4 NAILED NAILED 4x10 NAILED 7x10 MT2OHS= 4x10= NAILED 5x14= 3x8 4x4 4 21 22 5 23 24 6 25 26 27 7 28 29 30 31 8 32 33 34 935 r— 2 3 • au UV duo Ill 11Jt � r � uu q j Iuu uu LH re uu LU ' i 1 ❑0 nn +ul AA nn iQ n:1 nn n All nn n rn to n� 16 15 36 37 38 14 39 40 t3 41 42 43 12 44 45 46 11 47 48 49 10 50 6x12 M18SHS= 2x4 I 5x5= NAILED NAILED 5x14= NAILED 10x12 M18SHS= 5x12= NAILED NAILED 5x12= NAILED 5x8 M18SHS I I NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 3-7-12 7-0-0 12-11-6 18-8-15 24-6-9 } 30-4-2 36-3-8 3-7-12 3-4-4 5-11-6 5-9-10 5-9-10 5-9-10 5-11-6 Plate Offsets(X,Y)-- [4:0-5-0,0-4-81,[7:0-5-0,0-4-81,[8:0-3-8,0-2-01,19:Edge,0-2-12],110:Edge,0-3-8],[11:0-3-8,0-2-81,[12:0-3-4,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 1.19 13-14 >363 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -1.69 13-14 >256 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.74 Horz(CT) 0.22 10 n/a n/a M18SHS 244/190 BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:230 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP DSS*Except' TOP CHORD Structural wood sheathing directly applied or 1-6-7 oc purlins, 1-4:2x4 SP 2250F 1.9E except end verticals. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 3-4-9 oc bracing. WEBS 2x4 SP No.2*Except* WEBS T-Brace: 2x4 SP No.2-9-11 4-14,6-14,6-12,8-12,9-11:2x4 SP 2250F 1.9E Fasten(2X) T and I braces to narrow edge of web with 10d OTHERS 2x4 SP No.2 (0.131"x3")nails,6in o.c.,with 3in minimum end distance. SLIDER Left 2x4 SP No.2 2-6-0 Brace must cover 90%of web length. REACTIONS. (lb/size) 1=2761/0-3-8,10=3002/0-5-8 Max Horz 1=97(LC 7) Max Uplift 1=-1409(LC 4),10=-1550(LC 5) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-7043/3647,3-4=-8631/4492,4-5=-12020/6038,5-6=-12016/6035,6-7=-11174/5527, 7-8=-11174/5527,8-9=-6962/3519,9-10=-2784/1506 BOT CHORD 1-16=-3468/6709,15-16=-3468/6709,14-15=-4335/8394,13-14=-6334/12885, 12-13=-6334/12885,11-12=-3561/6962 WEBS 3-16=-528/304,3-15=-966/1931,4-15=-23/385,4-14=-1813/3886,5-14=-781/530, 6-14=-953/407,6-13=-11/419,6-12=-1810/941,7-12=-612/438,8-12=-2197/4455, 8-11=-2106/1217,9-11=-3651/7186 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=1409,10=1550. 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)360 lb down and 437 lb up at Michael S.Magid PE No.53681 7-0-0 on top chord,and 237 lb down and 132 lb up at 7-2-2 on bottom chord. The design/selection of such connection device(s)is MiTek USA,Inc.FL Cert 6634 the responsibility of others. 6904 Parke East Blvd.Tampa FL 33610 10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Date: 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). September 10,2018 , .., Ns, 1 a WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MI/EK REFERANCE PAGE Apt-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekS)connectors.TNs 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 appikabAlty of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the tabrlcafbn,storage,delivery,erection and bracing of trusses and truss systems,seeANl1/i►II Quarry candy,DJM9 and ICAs&J lg Component 6904 Parke East Blvd. Sandy Womfatbnlavdiable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 f Job Truss Truss Type Qty Ply Coley Residence ' T150363791 J180666-F B01 Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:25:31 2018 Page 1 ID:zjF5mitQjVwQv_ROOsQk1 LyjNvj-5XoUEIj?ZbCtBnpETUPv2fYpXc?F6uViyjZNyf5z2 3-7-12 7-0-0 12-11-6 18-8-15 24-6-9 30-4-2 36-3-8 3-7-12 3-4-4 5-11-6 5-9-10 5-9-10 5-9-10 5-11-6 Scale=1:65.7 NAILED 3.00112 10x12 M18SHS= NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 2x4 I NAILED NAILED 4x10= NAILED 7x10 MT2OHS= 4x10= NAILED 5x14= 3x8: 4x4 4 21 22 5 23 24 6 25 26 27 7 28 29 30 31 8 32 33 34 935 2 3 uu uuuu u UL J IL rJ uu q� 1" U11 1111r� Ju LU ��IIII� �I1.11 9 t � ,� nn nn . err n1 T o.c era nn nn nn nn . n ca in nk 16 15 36 37 38 14 39 40 13 41 42 43 12 44 45 46 11 47 48 49 IO 50 6x12 M18SHS= 2x4 5x5= NAILED NAILED 5x14= NAILED 10x12 M18SHS= 5x12= NAILED NAILED 5x12= NAILED 5x8 M18SHS 11 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 3-7-12 7-0-0 12-11-6 18-8-15 24-6-9i 30-4-2 36-3-8 3-7-12 3-4-4 5-11-6 5-9-10 5-9-10 5-9-10 5-11-6 Plate Offsets(X,Y)-- [4:0-5-0,0-4-8],[7:0-5-0,0-4-8],[8:0-3-8,0-2-0],[9:Edge,0-2-121,[10:Edge,0-3-8],[11:0-3-8,0-2-8),[12:0-3-4,0-2-8] � I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 1.19 13-14 >363 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -1.69 13-14 >256 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress lncr NO WB 0.74 Horz(CT) 0.22 10 n/a rl/a M18SHS 244/190 BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:230 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP DSS*Except* TOP CHORD Structural wood sheathing directly applied or 1-6-7 oc purlins, 1-4:2x4 SP 2250F 1.9E except end verticals. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 3-4-9 oc bracing. WEBS 2x4 SP No.2*Except* WEBS T-Brace: 2x4 SP No.2-9-11 4-14,6-14,6-12,8-12,9-11:2x4 SP 2250F 1.9E Fasten(2X) T and I braces to narrow edge of web with 10d OTHERS 2x4 SP No.2 (0.131'x3')nails,6in o.c.,with 3in minimum end distance. SLIDER Left 2x4 SP No.2 2-6-0 Brace must cover 90%of web length. REACTIONS. (lb/size) 1=2761/0-3-8,10=3002/0-5-8 Max Horz 1=97(LC 7) Max Uplift 1=-1409(LC 4),10=-1550(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-7043/3647,3-4=-8631/4492,4-5=-12020/6038,5-6.12016/6035,6-7=-11174/5527, 7-8=-11174/5527,8-9=-6962/3519,9-10=-2784/1506 BOT CHORD 1-16=-3468/6709,15-16=-3468/6709,14-15=-4335/8394,13-14=-6334/12885, 12-13=-6334/12885,11-12=-3561/6962 WEBS 3-16=-528/304,3-15=-966/1931,4-15=-23/385,4-14=-1813/3886,5-14=-781/530, 6-14=-953/407,6-13=-11/419,6-12=-1810/941,7-12=-612/438,8-12=-2197/4455, 8-11=-2106/1217,9-11=-3651/7186 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=1409,10=1550. 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)360 lb down and 437 lb up at Michael S.Magid PE No.53681 7-0-0 on top chord,and 237 lb down and 132 lb up at 7-2-2 on bottom chord. The design/selection of such connection device(s)is MiTek USA,Inc.FL Cert 6634 the responsibility of others. 6904 Parke East Blvd.Tampa FL 33610 10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Date: 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). September 10,2018 let 1 r Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MN-7473 rev.10/032015 BEFORE USE. Design valid for use only with Weir®connectors,this design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Milek' Is always required for stability and to prevent colldnse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSf/rell Quality Criteria,DSB-49 and SCSI Budding Component 6904 Parke East Blvd. Safety BNoamafonivdlable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job i Truss Truss Type Qty Ply Coley Residence • • T15036380. J180666-F B02 Half Hip I 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:25:32 2018 Page 1 ID:z;F5mitQjVwQv_RO0sOk1 LyjNvj-ZkLMCgENUJhSgOmzNy_jx7bzxDxCkpP2jMiH5pyf5z1 4-7-12l 9-0-0 14-11-8 4-7-12 4-4-4 5-11-8 Scale=1:25.2 4x4= 3x5= 4 14 15 16 5 3.00 12 1.5x4 3 13 •• 3x4 12 !r 2 qq1 — r o 7 3x8 11 3x8= 6 1.5x4 11 9-0-0 14-11-8 9-0-0 5-11-8 Plate Offsets(X,Y)-- [1:0-3-8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.10 7-10 >999 240 MT20 244/190 TCDL 7.0 1 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.21 7-10 >860 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.28 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:71 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-1 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-10 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=548/0-3-8,6=548/0-5-8 Max Horz 1=128(LC 11) Max Uplift 1=-228(LC 8),6=236(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1155/575,3-4=-831/394,4-5=-774/397,5-6=-501/313 BOT CHORD 1-7=-707/1103 WEBS 3-7=-339/258,5-7=-431/812 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-0-0,Exterior(2)9-0-0 to 13-2-15,Interior(1)13-2-15 to 14-9-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=228,6=236. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cart 6834 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 r � I Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED Mt7EK REFERANCE PAGE Me-7473 rev.10/032015 BEFORE USE. 1 _. Design valid for use only with MITeki connectors.This design is based only upon parameters shown,and is for an Individual butding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collcpse with possible personal injury and property damage. For general guidance regarding the East Blvd. fabrication,storage.delNery,erection and bracing of trusses and trussllW/ systems.seeAIPl►Dually Wilda,0511-89 and ICS/WParke6904 ldilp Compan/nf Tampa,04 FEt 0 ` Sandy Momtallomvdiabie from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Job I Truss Truss Type I Qty Ply Coley Residence T15036381 J180666-F 1B03 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:25:32 2018 Page 1 ID:zjF5mitQjVwOv_ROOsOk1 LyjNvj-ZkLMCgENUJhSgOmzNy_jx7b_XDVAkq_2jMiH5pyf5z1 5-7-12 11-0-0 14-11-8 5-7-12 5-4-4 3-11-8 Scale=1:26.0 4x4= 1.5x4 4 14 15 5 3.00 12 El 1.5x4 II 13 3 3x4 12 2 1 a I 73x4= 6 3x5 II 3x6= 5-7-12 11-0-0 14-11-8 5-7-12 5-4-4 3-11-8 Plate Offsets(X,Y)-- 11:0-2-0,0-0-31 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.21 6-7 >832 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.44 6-7 >404 180 BCLL 0.0 * Rep Stress Incr YES WB 0.25 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:70 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-11 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-3-1 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=548/0-3-8,6=548/0-5-8 Max Horz 1=153(LC 11) Max Uplift 1=-221(LC 8),6=-216(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1206/499,3-4=-1214/558 BOT CHORD 1-7=639/1144,6-7=-363/474 WEBS 4-7=-321/777,4-6=-575/415 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25tt;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-0-0,Exterior(2)11-0-0 to 14-9-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=221,6=216. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6834 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE PM-7473 rev.1003/2015 BEFORE USE. Design valid for Use only with MiTekr connectors.this design Is based only upon parameters shown,and Is for an kldivkklai building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incor<xxate this design into the overall �� building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. Is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSLJIPII Cuofy Crhda,DSB49 and/CSI Balding Compon nt 6904 Parke East Blvd. SaafelyhwomtaBorpvdlab1e from Truss Plate Institute,218 N.Lee Street.State 312,PJexarxlrta.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Coley Residence T15036382' J180666-F B04 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:25:33 2018 Page 1 I D:zjF5mitQjVwQv_ROOsQk1 LyjNvj-1 wvlP9FOFdpISAK9xfVyUK77xdH7TEhByORgdFyf5z0 6-7-12 13-0-0 14-11-8 6-7-12 6-4-4 1-11-8 4x4= Scale=1:26.0 1.5x4 I I 4 5 3.00,12 13 1.5x4 II 3 3x4 12 2 1 fr 7 3x4= 3x5 II 6 3x5 6-7-12 13-0-0 14-11-8 6-7-12 6-4-4 1-11-8 Plate Offsets(X,Y)-- (1:0-2-0,0-0-3) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.14 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.28 6-7 >625 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.41 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:72 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-6-14 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=548/0-3-8,6=548/0-5-8 Max Horz 1=179(LC 11) Max Uplift 1=217(LC 8),6=-214(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1147/472,3-4=-1164/545 BOT CHORD 1-7=-595/1086 WEBS 3-7=-333/269,4-7=-434/968,4-6=-521/395 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25tt;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 13-0-0,Exterior(2)13-0-0 to 14-9-12 zone;cantilever left and right exposed;end vertical lett and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=217,6=214. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 1 , � ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M(TEK REFERANCE PAGE M*-7473 rev.10/932015 BEFORE USE. Design valid for use only with MITeke connectors.This design is based only upon parameters shown.and is for an Individual building component,not a trios system.Before use-the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall bolding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse wtth possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeAt /►Pill Qualy CsNAa,058.89 and WSJ folding Component 6904 Parke East Blvd. Soletyhtoanalbtgvallable from Truss Plate Institute-218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Coley Residence TI5036383 J180666-F B05 Monopitch 8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:25:34 2018 Page 1 ID:zjF5mitQjVwQv_ROOsQk1LyjNvj-V6T7dVGeOwx93KvMUMOBOYgGy1 diChhLBgBNAhyf5z? 6-9-15 14-11-8 6-9-15 8-1-9 3x4 fpcale=1:26.9 4 3.00 12 12 3x4 c 3 v � 3x4 11 2 1 eta new 7 6 3x5 II 1.5x4 5 3x5= 6-9-15 14-11-8 6-9-15 8-1-9 Plate Offsets(X,Y)-- 11:0-2-0.0-0-31 LOADING (psf) I SPACING- 2-0-0 CSL DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.13 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.27 5-6 >671 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.43 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:69 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-8 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-3-5 SLIDER Left 2x4 SP No.2 2-0-0 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131'x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 1=548/0-3-8,5=548/0-5-8 Max Horz 1=201(LC 11) Max Uplift 1=-216(LC 8),5=-238(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1162/482 BOT CHORD 1-6=-557/1104,5-6=-557/1104 WEBS 3-6-0/309,3-5=-1096/514 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi-0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-9-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=216,5=238. 5)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 8634 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml-7473 rev.101032015 BEFORE USE. Design valid for use only with Mileky connectors.This design is based only upon parameters shown,and is for an kids/Mal building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possble personal infury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANlf1PII Quamy Crla'b,D58.89 and 8CJI Binding Componanf 6904 Parke East Blvd. SabfybNoneaSotnvdlable from Truss Plate institute,218 N.Lee Street,Suite 312,tilexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Coley Residence 715036384 J180666-F CO1 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:25:35 2018 Page 1 I D:zjFSmitQjVwOv_ROOsOk1 LyjNvj-zl i VgrHGnE3OhUUY24XQZICT6RWNx1 BUQKwxi8yf5z_ 5-4-1 10-10-12 16-5-7 21-4-4 5-4-1 I 5-6-11 5-6-11 4-10-13 6x6 Scale=1:47.2 3 Pg 7.00 12 �p 8 5x5 i5x5 6x8= 4 2 0 Oev. `� d 7 4x7 h 6x6 10001.11.11111.111111.1.1111111fr95x5 i 5x5 5 7.00 12 4 a4 o essi 2x4 II 10 2x4 II 5-4-1 10-10-12 16-5-7 21-4-4 I 5-4-1 l 5-6-11 5-6-11 4-10-13 i Plate Offsets(X,V)-- [1:0-2-12,0-2-01,f5:Edge,0-1-121 LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.41 8 >621 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.75 8-9 >335 180 BCLL 0.0 * Rep Stress Incr YES WB 0.86 Horz(CT) 0.95 6 n/a Na BCDL 10.0 Code FBC2017/rP12014 Matrix-MSH Weight:136 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-10 oc bracing. REACTIONS. (lb/size) 10=779/0-5-8,6=779/Mechanical Max Horz 10=-225(LC 10) Max Uplift 10=-280(LC 12),6=-280(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-874/458,5-6=-839/424,1-2=-3251/1513,2-3=-4160/1558,3-4=-4162/1559, 4-5=-3055/1404 BOT CHORD 9-10=-209/409,8-9=-1395/3193,7-8=-1278/2890 WEBS 3-8=-1310/3797,4-8=-155/1461,4-7=-395/259,5-7=-1138/2545,2-8=0/1016, 2-9=-368/248,1-9=-1179/2676 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=lolmph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 10-10-12,Comer(3) 10-10-12 to 13-10-12,Exterior(2)13-10-12 to 21-2-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)10 considers parallel to grain value using ANSI/IP'1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 10=280,6=280. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 Q WARNING-Verily design parameters and READ NOTES ON TN1S AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.1693/2015 BEFORE USE. Design valid for use only with tvtlTekb connectors.This design Is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M ile k_ is always required for stablitly and to prevent collapse with possible personal i nluay and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seemomm7 away coma,DSA49 and BCM BWdep component 6904 Parke East Blvd. Safety Intonnallonsivdloble from Truss Plate Instilute.218 N.Lee Street.Suite 312.Nexandria VA 22314. Tampa.FL 33610 Job I Truss Truss Type Qty Ply Coley Residence I ' ' T15036385 J180666-F CO2 Roof Special 11 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:25:36 2018 Page 1 ID:zjF5mitQjVwQv_ROOsQkl LyjNvj-RVbt2BHuYYBtJe3kcn2f6zlb7gK8gaLde_gUDayf5yz 5-0-1 10-10-12 16-9-7 21-4-4 5-0-1 5-10-11 I 5-10-11 4-6-13 4x4 I I Scale=1:51.7 3 1 �� 7.00 12 13 12 _ooiiioiiigglli ii 3x5i 3x4 5 2 J 8 5x8: 111 . 1100.14 ti iiill 3x5 O 3x51 �� `� 5 - N 1 `� 9 7 C, 3x5:- 3x5 I a, O 7.00 FIT N • lab 0 101.5x4 I 1.5x4 II 5-0-1 10-10-12 16-9-7 21-4-4 5-0-1 I 5-10-11 + 5-10-11 4-6-13 I � LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.18 8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.34 8-9 >752 180 BCLL 0.0 * Rep Stress Incr YES WB 0.48 Horz(CT) 0.42 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:118 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-15 oc bracing. REACTIONS. (lb/size) 10=779/0-5-8,6=779/Mechanical Max Horz 10=-265(LC 10) Max Uplift 10=-280(LC 12),6=-280(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-821/362,1-2=-1967/811,2-3=-2489/922,3-4=-2489/934,4-5=-1796/728, 5-6=-790/354 BOT CHORD 9-10=-304/320,8-9=-82312022,7-8=-724/1825 WEBS 3-8=-728/2165,4-8=-209/849,4-7=-549/294,5-7=-581/1512,2-8=0/559,2-9=-508/273, 1-9=-592/1582 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24tt;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-10-12,Exterior(2) 10-10-12 to 13-10-12,Interior(1)13-10-12 to 21-2-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 10=280,6=280. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert6634 6604 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE AN-7473 ma.10/01/2015 BEFORE USE. Design valid for use only with Mtekb 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. Wooing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and properly damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSIfiffl Gunny Climb,DS11d9 and SCSI lidding Compon.nt 6904 Parke East Blvd. Sandy 1VolmaYonavdkrile from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ' !Qty Ply Coley Residence • I TI5036386 J180666-F CO3 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:25:37 2018 Page 1 I D:zj FSmitQjVwQv_ROOsQkl Lyj Nvj-vh9FFXl W IrKkxoewAVaueAlltEgNP 1 bnteP2moyf5yy 5-0-1 10-10-12 16-9-7 21-4-4 I 5-0-1 5-10-11 I i 5-10-11 4-6-13 4x4 I I Scale=1:51.7 3 L� 7.00112 13 12 .....0000000011111 3x5 i iiii:811 3x4 5 2 5x8= 1111 14 11 3x5 o 3x5----: 44 5 N 1 ''‘IINITICHIllir 3x5-", 3x5 rn o 7.007i. a li Ie.,, r o 101.5x4 1 1.5x4 II 0-g-0 5-0-1 10-10-12 16-9-7 I 21-4-4 I 0-2-0 4-10-1 5-10-11 5-10-11 4-6-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.18 8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.34 8-9 >752 180 j BOLL 0.0 ` Rep Stress Incr YES WB 0.48 Horz(CT) 0.42 6 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-MSH Weight:118 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-15 oc bracing. REACTIONS. (lb/size) 10=779/0-3-8,6=779/Mechanical Max Horz 10=-265(LC 10) Max Uplift 10=-280(LC 12),6=-280(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-821/362,1-2=-1967/811,2-3=-2489/922,3-4=-2489/934,4-5=-1796/728, 5-6=-790/354 BOT CHORD 9-10=-304/320,8-9=-823/2022,7-8=-724/1825 WEBS 3-8=-728/2165,4-8=-209/849,4-7=-549/294,5-7=-581/1512,2-8=0/559,2-9=-508/273, 1-9=-592/1582 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-10-12,Exterior(2) 10-10-12 to 13-10-12,Interior(1)13-10-12 to 21-2-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 10=280,6=280. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 8834 6604 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 _ 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE Mi-7473 rev.10403/2015 BEFORE USE. Design valid for use only with MITek®connectors.this design Is based only upon parameters shown,and Is for an Indivkluat building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of IndMdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal hilly and properly damage. For general gukiance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems,seeANWAIII Ovally ClINf DS6I9 and IICX M4irg Comp:ownt 6904 Parke East BNd. Safely WonnatIonavdlable from Truss Plate Institute.218 N.Lee Sheet,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Coley Residence T15036387! J180666-F DO1 Monopitch Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:25:38 2018 Page 1 ID:zjF5mitQjVwQv_ROOsQki LyjNvj-NtjeStJ839SbYxD7jC57BOg3re7Y8bKw619bITyf5yx 4-8-0 4-8-0 2x4 Scale=1:8.8 3.00 riT 5 cizz\ 2 rq •i i•••LO•000Oi'PPPJO�::••••i000•iiO•OOi•�•Pi OOOOP�•000�•OPPJ••�i•O�O• .::❖••••••••••••••••••�••••••••••••••••••••••••••••••••••••••••••••••000•P�000•000•••i•••OPi i OPO�•OP••000•••••• ��•i�•�•�S•�ii•�•�•�i•�•�•�i i•�•�•�•i�•�•�i�0i�•�•�•i i i i i•�•�•�•�i•�•O��O�•�•�i i i��•�•�•�•�•�•i J�•O�•�•� 4 3x4— 1.5x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Inch YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=85/4-8-0,2=207/4-8-0,1=44/4-8-0 Max Horz 1=49(LC 9) Max Uplift 4=-34(LC 8),2=-97(LC 8),1=-7(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25tt;B=45tt;L=24ft;eave=2ft;Cat. II;Exp C;Encl.,GCp1=0.18;MWFRS(directional)and C-C Comer(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 4-6-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 2-0-0 oc. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2,1. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 Mem WARNWIG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1&V32015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is lot an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAMS1/7►II Bluely Criteria,DS9d9 and BCSI Belding Component 6904 Parke East Blvd. Safely Mamol onrvaaable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Coley Residence T15036388 J180666-F 1002 ROOF SPECIAL i 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:25:39 2018 Page 1 ID:zjFSmitQjVwOv_ROOsOk1 LyjNvj-s4G0gDKmgTaSA5oJHwcMjbN5D2Jftxm4Kyu8gvyf5yw 6-5-13l 12-5-1 20-0-14 26-6-0 27-1 6-5-13 5-11-4 7-7-14 6-5-2 0-7- 3x4 Scale=1:53.7 7.00 12 5 i 15 4x7 3.00 12 4 3x4% \ • 3 5x5 2 NI14 r. .. Io 10 9 8 7 6 5x5= 2x4 I 8x8= 3x4= 6x6=- 6-5-13I 6-5-13I 12-5-1 20-0-14 26-6-0 27-118 6-5-13 5-11-4 7-7-14 6-5-2 -7- Plate Offsets(X,Y)-- [1:0-0-15,0-2-81,[2:0-2-8,0-3-01,[5:0-0-13,0-1-81,[9:0-4-0,0-4-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 j TC 0.67 Vert(LL) 0.17 9-10 >999 240 i MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.30 9-10 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.50 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:165 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-11 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-2 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-5-7,3-8,4-7 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131'x3')nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 1=995/0-5-8,6=966/0-5-8 Max Horz 1=445(LC 11) Max Uplift 1=-385(LC 8),6=-353(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2567/979,2-3=2129/822,3-4=-1109/481,5-7=-254/204 BOT CHORD 1-10=-1121/2442,9-10=-1124/2443,8-9=-894/2022,7-8=-473/1005 WEBS 2-9=-432/242,3-9=-42/391,3-8=-1098/528,4-8=-226/717,4-7=-1301/586 NOTES- 1)Wind:ASCE 7-10;Vult=13omph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 26-4-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=385,6=353. 5)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Michael S.Magid PE No.53881 MiTek USA,Inc.FL Cert 8834 6904 Parke East Blvd.Tampa FL 33810 Date: September 10,2018 1 l __ 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERABLE PAGE MI-7473 rev.10A132015 BEFORE USE. Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possde personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANWV/PII QualifyCrhr6,D5la9 and ICl/&Uldhy Component 6904 Parke East Blvd. SoRfy WonnatIonavaeable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type I Qty Ply Coley Residence T15036389 J180666-F 003 ROOF SPECIAL 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:25:40 2018 Page 1 ID:zjF5mitQjVwQv_ROOsQk1 LyjNvj-KGgOtZLPbmiJoFNVrd7bGpwEbSc8cQsDZceiMLyf5yv 6-5-13 12-5-1 20-0-14 26-6-0 6-5-13 5-11-4 7-7-14 6-5-2 3x4 i Scale=1:53.4 7.00 12 6 16 4x7 3.00 rrlY 3x4% •• 2 of 4 Sx5 3 3x4 15 fS 2 1 10 9 8 7 5x5 I 1.5x4 5x5= 3x4= 6x6= 6-5-13 12-5-1 20-0-14 26-6-0 6-5-13 5-11-4 7-7-14 6-5-2 Plate Offsets(X,Y)-- [1:0-3-6,0-0-3),[3:0-2-8,0-3-0),[6:0-0-13,0-1-81,[9:0-2-8,0-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.82 Vert(LL) 0.18 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.33 9-10 >956 180 BCLL 0.0 * Rep Stress Incr YES WB 0.38 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:145 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 WEBS 1 Row at midpt 6-7,4-8,5-7 REACTIONS. (lb/size) 7=975/Mechanical,1=975/0-5-8 Max Horz 1=448(LC 11) Max Uplift 7=-364(LC 12),1=-380(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2430/944,3-4=-2010/789,4-5=-999/441,6-7=-259/208 BOT CHORD 1-10=-1079/2315,9-10=-1081/2312,8-9=-853/1919,7-8=-428/900 WEBS 3-9=-405/240,4-9=-47/390,4-8=-1107/530,5-8=-195/644,5-7=-1178/529 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25tt;B=45tt;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 26-4-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7=364,1=380. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 Q WARNING-Natty design paremeteri and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03P1015 BEFORE USE Design valid for use only with MiTek®connectors.this design Is based only upon parameters shown,and is tot 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 beading design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mile k_ Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems,seeANWIPII CuoeyCrhrb,DS1149 and BCSI Bolding Component 6904 Parke East Bled. Solelyh*m,appemvallabie from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexon dries,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Coley Residence i ' T15036390' J180666-F D04 ROOF SPECIAL 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:25:41 2018 Page 1 ID:zjF5mitQjVwQv_ROOsQkl LyjNvj-oSOm5vL1 M4gAPPyiPLegoOSRkr_DLsmMoGNFvoyf5yu 6-5-13i 12-5-1 20-0-14 26-6-0 26/19-0 6-5-13 5-11-4 7-7-14 6-5-2 0-4-0 3x4 Scale=1:53.6 7.00 HT 5 i 15 4x7 3.00 •12 4 3x4 5 �r 3 5x5% �r 2 14 1 m\I Y co I4 �� ]o .4 10 9 8 7 6 5x5= 2x4 H 8x8= 3x4= 6x6= 6-5-13 12-5-1I 20-0-14 26-6-0 26119-0 6-5-13 5-11-4 7-7-14 6-5-2 0-4-0 Plate Offsets(X,Y)-- [1:0-0-15,0-2-81,[2:0-2-8,0-3-01,[5:0-0-13,0-1-81,[9:0-4-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.17 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.29 9-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.40 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:164 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-15 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-7 oc bracing. WEBS 1 Row at midpt 5-7,3-8,4-7 REACTIONS. (lb/size) 1=990/0-5-8,6=968/Mechanical Max Horz 1=445(LC 11) Max Uplift 1=-384(LC 8),6=-356(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2552/975,2-3=-2114/818,3-4=-1087/473,5-7=-255/204 BOT CHORD 1-10=-1114/2428,9-10=-1117/2429,8-9=-887/2008,7-8=-463/984 WEBS 2-9=-432/241,3-9=-45/395,3-8=-1106/530,4-8=-220/700,4-7=-1275/577 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 26-4-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(1t=lb) 1=384,6=356. Michael S.Magid PE No.53881 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 0 WARNWG-Verity design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERANCE PAGE MN-7473 rev.10A73,2015 BEFORE USE. Design valid for use only with MITekf connea.tors.This design is based only Upon parameters shown,and is for an Individual building component,riot a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek k always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANlt/IPII Qualify CIN11v DSld9 and IICS/Wlding Component 6904 Parke East Blvd. $0lefy MoemaMormallab1e from Truss Plate Institute,218 N.lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Coley Residence T15036391 J180666-F D05 ROOF SPECIAL 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:25:42 2018 Page 1 I D:zjF5mitOjVwQv_ROOsQk1 Lyj Nvj-Gty8IEMf70y 11 ZXuy293LE?cCFMy3BLW 1 w7oREyf5yt 1 6-10-10 I 13-5-12 20-0-14 j 25-4-1 30-7-3 132-5.8 6-10-10 6-7-2 6-7-2 5.3-2 5-3-2 1-10-5 4x4= Scale=1:73.9 3x5 7 8 7.00 12 3x5 i 20 6 I,' 3.00 12 4x4• 53x4 , 0 o 5x5% 4 3 3x5 \1�i� 19 \ 14 13 12 11 21 10 9 6x6 I I 1.5x4 II 5x5= 3x4= 3x4= 3x10= 3x6 11 6-10-10 13-5-12 20-0-14 25-4-1 30-7-3 32-5-8 6-10-10 l 6-7-2 l 6-7-2 5-3-2 5-3-2 11.10-51 Plate Offsets(X,Y)-- (1:0-4-6,0-0-31,13:0-2-8,0-3-01,113:0-2-8,0-3-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.23 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.45 13-14 >864 180 BCLL 0.0 * Rep Stress Incr YES WB 0.96 Horz(CT) 0.08 9 n/a ria BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:225 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-8-3 oc purlins, 1-3:2x4 SP 2250F 1.9E except end verticals. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 7-1-8 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-5-11,6-10,8-9 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d SLIDER Left 2x4 SP No.2 2-0-0 (0.131'x3')nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 1=1196/0-5-8,9=1196/0-3-8 Max Horz 1=416(LC 12) Max Uplift 1=-359(LC 12),9=-500(LC 12) Max Gray 1=1196(LC 1),9=1205(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-3144/967,3-4=-2688/771,4-5=-1813/470,5-6=-983/239,6-7=-280/86, 8-9=-1189/521 BOT CHORD 1-14=-1296/3002,13-14=-1299/3001,12-13=-1043/2572,11-12=-676/1694, 10-11=-349/808 WEBS 3-13=-442/268,4-13=-52/394,4-12=-999/420,5-12=-174/616,5-11=-1291/481, 6-11=-319/1047,6-10=-1196/520,8-10=-459/1094 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=32ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-2-15,Interior(1)3-2-15 to 30-7-3,Exterior(2)30-7-3 to 32-3-12 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib) 1=359,9=500. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 mil 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1-7473 my.10/03/1015 BEFORE USE Design valid for use only with MlTeic^T connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicablity of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabk:atbn.storage,delivery,erection and bracing of trusses and truss systems,seeAilW/1PI1 Quail),Credo.DS/-89 and BC31 lidding Component 6904 Parke East Blvd. SaN/yhrfomrolon:rvdlable from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Coley Residence T15036392 J180666-F E01 Common Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:25:44 2018 Page 1 ID:zjF5mitQjVwQv_ROOsQk1 LyjNvj-C14vjwOvf?CIGsgH4TCXQf46Y3BuXIFpUEcvV6yf5yr 12-4-12 24-9-8 II 12-4-12 I 12-4-12 5x5= Scale=1:46.7 7 2x4 11 ri 2x4 Il 6 8 7.00 12 2x4 II . 2x4 II 5 9 2x411 2x411 r 10 i 4 2x411 „ 2x411 11 3 2x4 II 2x4 II 12 2 1 r : 13 O H 8TH 8 H 8 B H B 8 8- 8 O a a 3x4 25 2423 22 21 20 19 18 17 16 15 14 3x4 3x4= 24-9-8 II 24-9-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 13 n/a rVa BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight:156 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 24-9-8. (Ib)- Max Horz 1=194(LC 11) Max Uplift All uplift 100 lb or less at joint(s)1,20,21,22,24,25,18,17,16,15,14 Max Gram All reactions 250 lb or less at joint(s)1,19,20,21,22,24,25,18,17,16,15,14,13 FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=25ft;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-8-1 to 3-8-1,Exterior(2)3-8-1 to 12-4-12,Comer(3)12-4-12 to 154-12,Exterior(2)15-4-12 to 24-1-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,20,21,22,24, 25,18,17,16,15,14. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date. September 10,2018 0 WARNING-Verify design parameters and READ NOTES ON 7711$AND INCLUDED AUTEK REFERANCE PAGE 1411-7073 rev.10/032015 BEFORE USE. mi Design valid for use only.e1th MITek®connectors.This design Is based orgy upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mile k Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeA SWPII Qualify Wilda,DSB-89 and ACs/BWdbp Component 6904 Parke East Blvd. SafefyWonnalbmvallabie from Truss Plate Institute,218 N.Lee Street.Suite 312,AJexandrla,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Coley Residence 115036393 J180666-F E02 Common 10 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:25:45 2018 Page 1 ID:zjF5mitQjVwQvROOsQk1 LyjNvj-gEeHwGOXQJKbuOFTeAjmzsdBDTQEGhkyjuLT2Zyf5yq 6-4-2 12-4-12 18-5-6 24-9-8 6-4-2 6-0-10 6-0-10 6-4-2 5x5= Scale=1:48.7 4 7.00 NT 19 20 1.5x4 \\ 1,5x4 // 3 5 18 21 4x4 i 4x4 2 6 1 El 1th 9 22 23 8 3x8 II 8x8 3x4= 3x8 II 7-4-12 17-4-12 24-9-8 7-4-12 10-0-0 7-4-12 Plate Offsets(X,Y)-- 11:0-3-12,0-1-31,(7:0-3-12,0-1-31,19:0-4-0,0-4-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.15 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.25 8-9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.34 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:148 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 2-0-0,Right 2x6 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=900/0-5-8,7=900(0-5-8 Max Horz 1=201(LC 11) Max Uplift 1=-324(LC 12),7=-324(LC 12) FORCES. (Ib)-Max CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1293/517,3-4=-1344/609,4-5=-1344/609,5-7=-1293/517 BOT CHORD 1-9=-346/1199,8-9=-150/772,7-8=-346/1052 WEBS 4-8=-235/639,5-8=-355/261,4-9=-235/639,3-9=-3551261 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=25ft;eave=4ft;Cat. II;Exp C;End.,GCpi-0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 12-4-12,Exterior(2) 12-4-12 to 15-4-12,Interior(1)15-4-12 to 24-6-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=324,7=324. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MIF7473 rev.10/032015 BEFORE USE Design valid for use only with tvtiTekk connectors.This design Is based only upon parameters shown.and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stabiilly and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/111 t Ovally Cdteea.DSS-89 and DICSI Bolding Component 6904 Parke East Blvd. Safety hfolmafonzrva&ude from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job I Truss Truss Type Qty Ply Coley Residence TI5036394' J180666-F GO1 Monopitch 11 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:26:00 2018 Page 1 ID:zjF5mitQjVwQv_ROOsQk1 LyjNvj-k62y4OayuvDTBKvLOgUH411iFWYDHYm99jUl4Byf5yb 6-8-4 6-8-4 1.5x4 Scale=1:15.1 3 3.00 12 10 9 3x4 • 2 1 ■ 4 3x6 II 1.5x4 II 6-8-4 6-8-4 Plate Offsets(X,Y)-- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.11 4-7 >729 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.18 4-7 >441 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.04 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=242/0-3-8,4=242/Mechanical Max Horz 1=97(LC 11) Max Uplift 1=-94(LC 8),4=-106(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-382169 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-6-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 94 lb uplift at joint 1 and 106 lb uplift at joint 4. Michael S.Magid PE No.53881 Mitek USA,Inc.FL Cert 6834 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10103/2015 BEFORE USE. Design vaild for use only with MIleky 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 thus web and/or chord members only. Additional temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSUIPII QuallyC/I./b,DSI49 and BCSIBolding Component 6904 Parke East Blvd. Safety Infotmallowvollable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Coley Residence T15036395 J180666-F H01 Hip Girder I 1 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:26:02 2018 Page 1 ID:zjF5mitQjVwQv_RO0sQk1 LyjNvj-hV9iV4cCQXTBQd2k7FW I9Sq?6J9NI LPSd1 zs84yf5yZ 3-7-12 7-0-0 11-5-8 15-11-0 19-3-4 22-11-0 3-7-12 3-4-4 4-5-8 I 4-5-8 3-4-4 3-7-12 NAILED Scale=1:45.7 NAILED 5x5= NAILED 3x8 NAILED 5x5= 4 21 22 5 23 24 6 uu ul 8.00 12 1.5x4�� 1.5x4 7 3 y �• N 3x4/i • 3x4� ,5 9 2 1 a 1 e nn nnnn nr :. 8 12 25 11 26 10 27 NAILED NAILED 8x8= 2x4 II 3x8= 5x8 I 5x8 I NAILED NAILED 7-0-0 11-5-8 15-11-0 22-11-0 I 7-0-0 4-5-8 4-5-8 7-0-0 Plate Offsets(X,Y)-- [1:0-4-0,0-0-81,[4:0-2-8,0-1-131,[6:0-2-8,0-1-131,[9:0-4-3,0-0-81,[12:0-4-0,0-4-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.14 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.17 11-12 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.50 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:150 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-6 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-6 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=2010/0-3-8,9=2015/0-3-8 Max Horz 1=133(LC 7) Max Uplift 1=-1189(LC 8),9=-1192(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2968/1848,3-4=-2904/1855,4-5=-2418/1605,5-6=-2424/1608,6-7=-2905/1856, 7-9=-2970/1849 BOT CHORD 1-12=-1425/2374,11-12=-1722/2837,10-11=-1722/2837,9-10=-1425/2377 WEBS 3-12=-254/244,4-12=-555/1055,5-12=-679/456,5-11=-119/443,5-10=-671/452, 6-10=-556/1056,7-10=253/243 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5).This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1189 lb uplift at joint 1 and 1192 lb uplift at joint 9. 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)338 lb down and 495 lb up at 7-0-0,and 338 lb down and 495 lb up at 15-11-0 on top chord,and 226 lb down and 160 lb up at 6-9-14,307 lb down and 206 lb up at 7-2-2,and 307 lb down and 206 lb up at 15-8-2,and 226 lb down and 160 lb up at 16-1-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 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 Michael S.Magid PE No.53681 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 MiTek USA,Inc.FL Cert6634 Uniform Loads(plf) 6904 Parke East Blvd.Tampa FL 33610 Vert:1-4=54,4-6=-54,6-9=-54,13-17=-20 Date: September 10,2018 , ,, Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Designvalid for use only with MITeka connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Addlfionai temporary and permanent bracing Milek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAjSIIPII Quay Clhdo,DSB-89 and BCSI Bolding Component 6904 Parke East BNd. Safety Intonnottonavailabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Coley Residence T15036395 J180666-F H01 Hip Girder 1 1 Job Reference(optional) ,• Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:26:02 2018 Page 1 ID:zjF5mitQjVwQv_ROOsQk1 LyjNvj-hV9iV4cCQXTBQd2k7FW 19Sq?6J9NILPSd 1 zs84yf5yZ 3-7-12 7-0-0 11-5-8 15-11-0 19-3-4I 22-11-0 3-7-12 3-4-4 I 4-5-8 4-5-8 3-4-4 3-7-12 NAILED Scale=1:45.7 NAILED 5x5= NAILED 3x8 NAILED 5x5= 4 21 22 5 23 24 6 � uu uu `� 8.007.5x4 � 1.5x4 3 7 a 3x4 � 3x4 '/' 8 t1 9 1 20 11 nn n�rn nil id 14 12 25 11 26 10 27 e NAILED NAILED 8x8= 2x4 II 3x8 c 5x8 II 5x8 II NAILED NAILED 7-0-0 11-5-8 15-11-0 22-11-0 I 7-0-0 I 4-5-8 I 4-5-8 I 7-0-0 Plate Offsets(X,Y)-- [1:0-4-0,0-0-81,[4:0-2-8,0-1-13I,[6:0-2-8,0-1-131,[9:0-4-3,0-0-81,[12:0-4-0,0-4-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.14 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.17 11-12 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.50 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:150 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-6 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-6 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=2010/0-3-8,9=2015/0.3-8 Max Horz 1=133(LC 7) Max Uplift 1=-1189(LC 8),9=-1192(LC 8) FORCES. (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2968/1848,3-4=-290.4/1855,4-5=-2418/1605,5-6=-2424/1608,6-7=-2905/1856, 7-9=-2970/1849 BOT CHORD 1-12=-142512374,11-12=-1722/2837,10-11=-1722/2837,9-10=-1425/2377 WEBS 3-12=-254/244,4-12=555/1055,5-12=-679/456,5-11=-119/443,5-10=-671/452, 6-10=-556/1056,7-10=-253/243 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25tt;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.1 B;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1189 lb uplift at joint 1 and 1192 lb uplift at joint 9. 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)338 lb down and 495 lb up at 7-0-0,and 338 lb down and 495 lb up at 15-11-0 on top chord,and 226 lb down and 160 lb up at 6-9-14,307 lb down and 206 lb up at 7-2-2,and 307 lb down and 206 lb up at 15-8-2,and 226 lb down and 160 lb up at 16-1-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 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 Michael S.Magid PE No.53661 1)Dead+Roof Uve(balanced):Lumber Increase=1.25,Plate Increase=1.25 MiTek USA,Inc.FL Cert 6634 Uniform Loads(plf) 6904 Parke East Blvd.Tampa FL 33610 Vert:1-4=-54,4-6=-54,6-9=-54,13-17=-20 Date: September 10,2018 I _ t Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MI-7073 rev.10/032015 BEFORE USE Design valid for use only with MITek®connectors.This design k based only upon parameters shown,and is for an IndMdud building component hot a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate thk design Into the overall building design. Bracing indicated is to prevent buckling of IndMdual truss web and/or chord members only. AdclitIo nal temporary and permanent tracing MiTek. k always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seemed/Mt GealyCihib.DSBde and nest adding Component 6904 Parke East Blvd. Safely Womadlonavallable Corn Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Coley Residence T15036396. J180666-F H02 Hip I2 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:26:03 2018 Page 1 ID:zjF5mitQjVwQv_ROOsQk1 LyjNvj-9hj4iocgBgb22ndwhyl_ifNl8jXKUtwcshiQgWyf5yY 4-7-12 9-0-0 13-11-0 18-3-4 22-11-0 4-7-12 4-4-4 4-11-0 4-4-4 4-7-12 Scale=1:42.2 4x4= 4x7= 4 20 21 22 23 5 l 8.00 rlY 1.5x4 1.5x4- 3 6 iv NN, .* 19 24 1O 4x4 i4x4 O 2 7 1 �, `, 8 a illi d o C. } o: 10 9 2A5 3x8 I 5x8= 3x4= 3x8 II 9-0-0 13-11-0i 22-11-0 9-0-0 4-11-0 9-0-0 Plate Offsets(X,Y)-- 11:0-3-8,Edge1,15:0-5-4,0-2-01,[8:0-5-11,Edge),110:0-4-0,0-3-0) LOADING (psi) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.12 9-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.24 9-17 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.17 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 j Code FBC2017/TPI2014 Matrix-MSH Weight:130 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-8-3 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 2-0-0,Right 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=848/0-3-8,8=848/0-3-8 Max Horz 1=171(LC 11) Max Uplift 1=-305(LC 12),8=-305(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1096/528,3-4=-943/489,4-5=-787/468,5-6=-942/489,6-8=-1096/528 BOT CHORD 1-10=-363/898,9-10=-196/732,8-9=-355/872 WEBS 3-10=290/201,4-10=89/304,5-9=-79/305,6-9=-291/201 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-0-0,Exterior(2)9-0-0 to 13-2-15,Interior(1)13-2-15 to 13-11-0,Exterior(2)13-11-0 to 18-4-12,Interior(1)18-4-12 to 22-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 305 lb uplift at joint 1 and 305 lb uplift at joint 8. Michael S.Magid PE No-53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 tillQ WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AIN-7473 rev-10/032015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/I911 QualfyCrhria,05849 and 8031 Building Component 6904 Parke East BNd. Sally bitotmallonavdlable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply Coley Residence TI5036397 J180666-F H03 Hip 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:26:04 2018 Page 1 ID:zjF5mitQjVwQv_ROOsQk1 LyjNvj-duHTwmdSy8jvgxC7FgZDEtvSj7xCDHAI4LSzDyyf5yX 5-7-12 11-0-0 11-11-9 17-3-4 22-11-0 5-7-12 5-4-4 3-11-6 5-4-4 5-7-12 4x4= 4x4= Scale=1:50.4 4 5 8.0012 3x5�i 23 3x5 3 6 Id 1co 24 4x4�i 21 4x4�� 2 7 1� �, 8 v o 8d 12 11 10 s 3x8 5x5= 3x4= 1.5x4 11 3x8 I I 3x4= 5-7-12 11-0-0 111-11-9 17-3-4 22-11-0 5-7-12 5-4-4 0-11-0 5-4-4 5-7-12 Plate Offsets(X,Y)-- (1:0-3-8,Edge(,(8:0-5-11,Edge(,[12:0-2-8,0-3-0j LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.04 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.08 9-10 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.36 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:139 lb FT=20% 1 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 2-0-0,Right 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=848/0-3-8,8=848/0-3-8 Max Horz 1=-209(LC 10) Max Uplift 1=-305(LC 12),8=305(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1115/480,3-4=-880/445,4-5=-785/429,5-6=-880/445,6-8=-1115/480 BOT CHORD 1-12=-304/917,11-12=-304/917,10-11=-111/632,9-10=-297/875,8-9=-297/875 WEBS 3-11=-433/247,4-11=-156/329,5-10=-156/329,6-10=-433/247 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-0-0,Exterior(2)11-0-0 to 16-1-15,Interior(1)16-1-15 to 22-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 305 lb uplift at joint 1 and 305 lb uplift at joint 8. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MN-7473 rev.10/0312O75 BEFORE USE. Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use.the building designer must verify the applicablity of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSUIPII Qualify Wades,13511-09 and BCSI BUBdbrg Compon.nt 6904 Parke East Blvd. Safelyhdomraltonmvailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33670 Job Truss Truss Type Qty Ply Coley Residence T15036398'. J180666-F H04 Common 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:26:05 2018 Page 1 ID:zjF5mitQjVwQv_ROOSQk1 LyjNvj-54rr76e4iSrm15nJpN4Sn4SdAXD6yIJVJ?BWIOyfSyW 5-10-8 { 11-5-8 I 17-0-8 22-11-0 5-10-8 5-7-0 5-7-0 5-10-8 5x5= Scale=1:50.4 4 i �\ 8.0002 19 20 1.5x4 \\ 1.5x4 // 3 5 • Attle.6 4x4 i 18 4x4 Q 2 I' 8 9 22 23 8 =' 5x5= 3x4= 3x8 I I 3x8 II 7-8-13 15-2-3 22-11-0 I II 7-8-13 7-5-5 7-8-13 Plate Offsets(X,Y)-- (1:0-3-8,Edge),(7:0-5-11,Edge1,(9:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.16 8-9 >999 240 I MT20 244/190 TCDL 7.0 j Lumber DOL 1.25 BC 0.59 Vert(CT) -0.23 8-9 >999 180 1 BCLL 0.0 * I Rep Stress Incr YES WB 0.30 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:124 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-12 oc purlins. BOT CHORD 2x4 SP No.2 HOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 2-0-0,Right 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=848/0-3-8,7=848/0-3-8 Max Horz 1=-217(LC 10) Max Uplift 1=-305(LC 12),7=-305(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1101/466,3-4=-1129/536,4-5=-1129/536,5-7=-1101/466 BOT CHORD 1-9=-281/987,8-9=-89/663,7-8=-281/865 WEBS 4-8=-213/515,5-8=349/258,4-9=-213/515,3-9=-349/258 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-5-8,Exterior(2)11-5-8 to 14-5-8,Interior(1)14-5-8 to 22-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 305 lb uplift at joint 1 and 305 lb uplift at joint 7. Michael S.Magid PE No.53881 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE. Design valid lot use only with MITek®conk,.-.tors.This design is based only Upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAN54/IPII QualyCrhda,DS8-89 and SCSI luldlng Component 6904 Parke East Blvd. Safely Idonna/lottavallable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandrla VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Coley Residence T15036399 J180666-F H05 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:26:07 2018 Page 1 ID:zjF5mitQjVwQv_ROOsQk1 LyjNvj-1 SzbYnfLE35UXPxiwo6wsVXrIKtOQYOBmJgdpHyfSyU 3-7-12 7-0-0 11-5-8 15-11-0 19-3-4 22-11-0 I 3-7-12 3-4-4 4-5-8 4-5-8 I 3-4-4 i 3-7-12 i Scale=1:42.9 5x5= 5x5= 3x4= NAILED 4 20 5 21 22 6 0 ull 8.0012 1.5x4 Q 1.5x4�i 3 7 a 3x5 3x5 ur 8 2 1 ` 9 NT 11 23 10 24 QS, 5x8 I I 8x8= HTU26 67c8= 5x8 II 7-0-0 11-5-8 15-11-0 22-11-0 7-0-0 4-5-8 4-5-8 7-0-0 Plate Offsets(X,Y)-- [4:0-3-4,0-2-4),[6:0-3-4,0-2-4),[10:0-4-0,0-4-8),[11:0-4-0,0-4-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.27 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.34 10-11 >816 180 BCLL 0.0 * Rep Stress Incr NO WB 0.67 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH i Weight:144 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E*Except* TOP CHORD Structural wood sheathing directly applied or 3-2-11 oc purlins. 4-6:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-2-6 oc bracing. BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=1522/0-3-8,9=2074/0-3-8 Max Horz 1=133(LC 24) Max Uplift 1=-848(LC 8),9=-1285(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-2273/1353,3-4=-2205/1353,4-5=-1833/1184,5-6=-2650/1827,6-7=-3162/2103, 7-9=-3198/2072 BOT CHORD 1-11=-1018/1800,10-11=-1459/2362,9-10=-1581/2526 WEBS 4-11=-637/981,5-11=-877/738,5-10=-608/500,6-10=-586/1200,7-10=-311/236 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25tt;B=45tt;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 848 lb uplift at joint 1 and 1285 lb uplift at joint 9. 7)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 13-11-12 from the left end to connect truss(es)to front face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. 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)338 lb down and 495 lb up at 15-11-0 on top chord,and 307 lb down and 206 lb up at 15-8-2,and 226 lb down and 160 lb up at 16-1-2 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). Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 LOAD CASE(S) Standard 6804 Parke East Blvd.Tampa FL 33610 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Date: September 10,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. I _ ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,riot a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAN IPIl Gadfly Criteria,DS11-09 and BCSI Bolding Component 6904 Parke East Blvd. Safely beoemalbnuvdtable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job I Truss Truss Type Qty Ply Coley Residence T15036399, J180666-F H05 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:26:07 2018 Page 1 ID:zjF5mitQjVwOv_ROOsQk1LyjNvj-1 SzbYnfLE35UXPxiwo6wsVXrIKtOQYOBmJgdpHyf5yU 3-7-12 7-0-0 11-5-8 15-11-0 19-3-4 22-11-0 3-7-12 3-4-4 4-5-8 4-5-8 3-4-4 3-7-12 Scale=1:42.9 5x5= 3x4= NAILED 5x5= 4 20 5 21 22 6 e n Wi 8.00 12 1.5x4 1.5x4�i 7 3 e w. N 3x5�� 3x5\ 6 e 2 1 1 9 .9 - nnnn v o fl • rn G lo 21 d.'- 23 10 24 2 5x8 II 8x8= HTU26 6x8= 5x8 II 7-0-0 11-5-8 15-11-0 22-11-0 7-0-0 4-5-8 4-5-8 7-0-0 Plate Offsets(X,Y)-- 14:0-3-4,0-2-41,16:0-3-4,0-2-4),[10:0-4-0,0-4-81,111:0-4-0,0-4-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.27 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.34 10-11 >816 180 BCLL 0.0 * Rep Stress Incr NO WB 0.67 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:144 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E`Except` TOP CHORD Structural wood sheathing directly applied or 3-2-11 oc purlins. 4-6:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-2-6 oc bracing. BOT CHORD 2x6 SP DSS WEBS 2x4 SF'No.2 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=1522/0-3-8,9=2074/0-3-8 Max Horz 1=133(LC 24) Max Uplift 1=-848(LC 8),9=-1285(LC 8) FORCES. (lb)-Max.Comp./Max.Ten,-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-2273/1353,3-4=-2205/1353,4-5=-1833/1184,5-6=-2650/1827,6-7=-3162/2103, 7-9=-3198/2072 BOT CHORD 1-11=-1018/1800,10-11=-1459/2362,9-10=-1581/2526 WEBS 4-11=-637/981,5-11=-877/738,5-10=608/500,6-10=-586/1200,7-10=-311/236 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 848 Ib uplift at joint 1 and 1285 lb uplift at joint 9. 7)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 13-11-12 from the left end to connect truss(es)to front face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. 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)338 lb down and 495 lb up at 15-11-0 on top chord,and 307 lb down and 206 lb up at 15-8-2,and 226 lb down and 160 lb up at 16-1-2 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). Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 LOAD CASE(S) Standard 6904 Parke East Blvd.Tampa FL 33610 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Date: September 10,2018 a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AIM-7473 rev.10/032015 BEFORE USE. ,r Design validfor use only with Mlektr connectors.this design is based only upon patametets shown,and Is for an individual building component.not a a truss system.Before use,the building designer must verify the applicablity of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII Quail)C,Ntla,DSB-89 and DCSI Mudding Component 6904 Parke East Blvd. Safety Mnfemnabasvailable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Coley Residence T15036400 J180666-F J01 Jack-Open 16 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:26:08 2018 Page 1 ID:zjF5mitQjVwQv_RO0sQk1 LyjNvj-VfXzl7gz?NDL9YWuUVd9Pj436kGE991L?zQBMjyf5yT 7-0-0 7-0-0 1 Scale=1:14.9 3 3.00[12 10 3x4% 9 co 2 N 011 s 4 3x5 I I 7-0-0 7-0-0 Plate Offsets(X,Y)-- (1:0-2-0,0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/dell IJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.14 4-7 >601 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.23 4-7 >370 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.05 1 n/a n/a BCDL 10.0 i Code FBC2017/TP12014 Matrix-MP Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=257/0-3-8,3=169/Mechanical,4=88/Mechanical Max Horz 1=78(LC 8) Max Uplift 1=-92(LC 8),3=-114(LC 8),4=-7(LC 8) Max Gray 1=257(LC 1),3=169(LC 1),4=123(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-420/33 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 92 lb uplift at joint 1,114 lb uplift at joint 3 and 7 lb uplift at joint 4. Michael S.Magid PE No.53661 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/0312015 BEFORE USE. _ r Design valid for use only with MiTekb connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeA1W/1PII Qualify CNeeda,DSB-89 and BCS/Building Component 6904 Parke East Blvd. Safetyh*srnaIbnrvallable from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Coley Residence T15036401 J180666-F J02 Corner Jack 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:26:09 2018 Page 1 ID:zjF5mitQjVwQv_RO0s0k1 LyjNvj-zr4MzThbmgMCmi542D8Oxwdlu8gJuc?UEc9kuAyf5yS 5-0-0 5-0-0 Scale=1:12.5 3 I3.00 12 9 3x4 2 1 01. e / 4 3x5 II 5-0-0 5-0-0 Plate Offsets(X,Y)-- (1:0-2-0,0-0-3) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.04 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.06 4-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=183/0-3-8,3=120/Mechanical,4=62/Mechanical Max Horz 1=56(LC 8) Max Uplift 1=-64(LC 8),3=-81(LC 8),4=-7(LC 8) Max Gray 1=183(LC 1),3=120(LC 1),4=85(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25tt;B=45tt;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 64 lb uplift at joint 1,81 lb uplift at joint 3 and 7 lb uplift at joint 4. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6834 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 MOMWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTeky connectors.This design Is based only upon parameters shown,and is tot an individual building component.not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse wtth possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAldS//IPII Quail),Climb,DS11-09 and SCSI Bolldhp Component 6904 Parke East Btvd. Safety SMbfmafefgvdtable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job I Truss Truss Type Qty Ply Coley Residence T15036402' J180666-F J03 Corner Jack 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:26:09 2018 Page 1 ID:zjF5mitQjVwQv_ROOsOki LyjNvj-zr4MzThbmgMCmi542D8OxwdL18izuc?UEc9kuAyf5yS 3-0-0 3-0-0 Scale=1:10.1 3.00 12 3 3x4 2 1( 1 110 4 3x5 II 3-0-0 3-0-0 Plate Offsets(X,Y)-- [1:0-2-0,0-0-3j LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=109/0-3-8,3=73/Mechanical,4=36/Mechanical Max Horz 1=33(LC 8) Max Uplift 1=-36(LC 8),3=-49(LC 8),4=-5(LC 8) Max Gray 1=109(LC 1),3=73(LC 1),4=47(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 36 lb uplift at joint 1,49 lb uplift at joint 3 and 5 lb uplift at joint 4. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 8634 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. I Design vatid for use only with MITeka connectors.this design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possmie personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAIILSI/IPII Quay Citadel,DSB-89 and BCSI BY/dbig Component 6904 Parke East Blvd. SoNtyNtonnagonavallabie from Truss Plate institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Coley Residence T15036403 J180666-F J04 Corner Jack 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:26:10 2018 Page 1 ID:zjF5mitOjVwQv_ROOsOkt LyjNvj-S1 ekApiDX_U2OsfGbwfdU89YfY3Od3FeTGVHQcyf5yR 1-0-0 1-0-0 3.00 FITScale=1:7.6 2 1 X \1' m r � 3 354= 1-0-0 1-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:4 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=37/0-3-8,2=20/Mechanical,3=16/Mechanical Max Horz 1=11(LC 8) Max Uplift 1=-10(LC 8),2=-15(LC 8),3.5(LC 8) Max Gray 1=37(LC 1),2=20(LC 1),3=20(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 10 lb uplift at joint 1,15 lb uplift at joint 2 and 5 lb uplift at joint 3. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 8634 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.10103/201S BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. &acing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Milek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI t Gamey Crhda,DSB-89 and BCS/Bultdhg Component 6904 Parke East Blvd. Safety BNamtallarnvdlable from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job ITruss Truss Type , Qty Ply I Coley Residence • T15036404 J180666-F J05 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:26:11 2018 Page 1 ID:zjF5mitQjVwQvR0OsQk1 LyjNvj-wEC6O9jrl Icv00ET9eBsOLiYAxEaMLFnhwery2yf5yQ 3-6-6 9-10-1 3-6-6 6-3-11 Scale=1:18.6 4 I2.12 Tm 12 NAILED I� 14 O NAILED NAILED 3x4:.---- 13 3 3x4= I co 0 12 2 11.110011mmmummummmummummN N 1 I I N Wig • 1 1 1 1 1 - ri .41,- • 15 7 16 17 3x4= 6 5 NAILED 1.5x4 II NAILED NAILED 3x6 3-6-6 9-10-1 3-6-6 6-3-11 Plate Offsets(X,Y)-- (1:0-2-12.0-1-7) I LOADING(psf) SPACING- 2-0-0 ! CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.73 Vert(LL) 0.10 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.19 6-7 >618 180 BCLL 0.0 Rep Stress incr NO 1 1 WB 0.72 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 I Matrix-MSH Weight:42 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins. BOT CHORD 2x4 SP No.2 ROT CHORD Rigid ceiling directly applied or 7-3-10 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=391/0-4-3,4=167/Mechanical,5=249/Mechanical Max Horz 1=93(LC 4) Max Uplift 1=203(LC 4),4=-133(LC 4),5=-101(LC 4) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1058/552 BOT CHORD 1-7=-619/1050,6-7.619/1050 WEBS 3-6=-1066/628 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 203 lb uplift at joint 1,133 lb uplift at joint 4 and 101 lb uplift at joint 5. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-8=-20 Concentrated Loads(Ib) Vert:13=-1(F)14=-39(F)15=-5(F)16=-11(F)17=-28(F) Michael S.Magid PE No.63681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 -- Q WARNING-Veil/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.10A13/2015 BEFORE USE. Design valid for Use only with MiTeka connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/►PI►Qual/y Crferb,0S889 and BCS/Belding Component 6904 Parke East Blvd. Safety edotmattomwailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type l Qty Ply Coley Residence TI5036405, J180666-F J06 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 S May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:26:12 2018 Page 1 I D:zj F5mitOj VwQvROOsQk 1 Lyj Nvj-OQmUbVjT3bkmdApfj Li5ZZFj5Lax5oixwa0OVVyf5yP 3-3-5 9-7-1 3-3-5 6-3-12 Scale=1:18.1 4 1 2.12 ,2 NAILED 14 NAILED _ _ NAILED 3x4= 13 3x42'.--- x42= 3 11110 9 e w 1 12 _ _ — — nab 157 16 17 6 5 NAILED 1.5x4 H NAILED NAILED 3x6 !I 4x4 0-9-6 3-3-5 9-7-1 0-0-6 3-2-15 6-3-12 Plate Offsets(X,Y)-- 11:0-2-12,0-1-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid ( PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.10 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.19 6-7 >617 180 BCLL 0.0 * Rep Stress Incr NO j WB 0.71 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:42 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-1 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=381/0-4-3,4=169/Mechanical,5=240/Mechanical Max Horz 1=90(LC 4) Max Uplift 1=-i98(LC 4),4=133(LC 4),5=-96(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1042/544 BOT CHORD 1-7=-611/1033,6-7=-611/1033 WEBS 3-6=-1047/619 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 198 lb uplift at joint 1,133 lb uplift at joint 4 and 96 lb uplift at joint 5. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-4=-54,5-8=-20 Concentrated Loads(Ib) Vert:13=-1(B)14=-39(B)15=-5(B)16=-11(B)17=-28(B) Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6834 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. but Design valid for use only with MITekE connectors.This design is based only upon parameters shown,and is for an individual building component,rot a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall bolding design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required to stablitty and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeA/NSt/IPII QuallyCathode,DSB-89 and SCSI Bolding Component 6904 Parke East Blvd. Safety hitolmatio/1avallable from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Coley Residence T15036406 J180666-F J07 Jack-Open 7 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:26:13 2018 Page 1 ID:zjFSmitQjVwQv_ROOsQk1 LyjNvj-scKsork5gvsdFKOrH3DK5mnuMlxMgQ_49E7x1xyf5yO 7-0-0 7-0-0 Scale=1:30.7 3 8.00 12 10 9 7 o a> 4x4‹•.= u 2 •1104 3x8 II 7-0-0 7-0-0 Plate Offsets(X,Y)-- (1:0-3-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) fide(' Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.20 4-7 >415 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.28 4-7 >301 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(CT) 0.08 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:28 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=257/0-3-8,3=166/Mechanical,4=91/Mechanical Max Horz 1=190(LC 12) Max Uplift 1=-15(LC 12),3=-150(LC 12),4=-19(LC 12) Max Gray 1=257(LC 1),3=185(LC 17),4=126(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-365/129 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 15 lb uplift at joint 1,150 lb uplift at joint 3 and 19 lb uplift at joint 4. Michael S.Magid PE No.53661 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 0 WARNING-Verily deign parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M/F7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use-the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSV1PfI Qu y Cibda.D5849 and DCSt Budding Component 6904 Parke East Blvd. Safetyhdonnaponrvdlable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Coley Residence T15036407' J180666-F J08 Corner Jack 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:26:13 2018 Page 1 I D:zj F5mitQjVwOv_RO0s0k 1 Lyj Nvj-scKsork5gvsdFKOrH3D K5mnzrl?sgQ_49E7x1 xyf5yO 5-0-0 5-0-0 Scale:1/Y=1' 3 8.00 12 9 4x4 2 m ,h r 3x6 11 4 5-0-0 5-0-0 1 Plate Offsets(X,Y)-- 11:0-1-12,0-0-51 LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.06 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.07 4-7 >805 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.03 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=183/0-3-8,3=118/Mechanical,4=65/Mechanical Max Horz 1=135(LC 12) Max Uplift 1=-7(LC 12),3=-108(LC 12),4=-16(LC 12) Max Gray 1=183(LC 1),3=132(LC 17),4=88(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 7 lb uplift at joint 1,108 lb uplift at joint 3 and 16 lb uplift at joint 4. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 8834 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 __ 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 nw.104112015 BEFORE USE. Design valid for use only with MITek:;connectors.Ibis design is based only upon parameters shown,and Is for an 9dividud building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeAN11/IPII aualy C/hr6,DS849 and/CSI luldktg Componsn/ 6904 Parke East Blvd. Salely►1Mrmalbnavdlable from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Coley Residence 715036408 J180666-F J09 Corner Jack 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:26:14 2018 Page 1 ID:zjF5mitQjVwQv_ROOsQk1 LyjNvj-KpuFOBIkbD_UtTz2gmkZezKCK9PYZtEDNutVZNyf5yN 3-0-0 3-0-0 Scale=1:17.1 3 8.00 4x4 2 N , q N 1 i 31 4 316 1I 3-0-0 3-0-0 Plate Offsets(X,Y)-- [1:0-1-12,0-0-5] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=109/0-3-8,3=71/Mechanical,4=38/Mechanical Max Horz 1=80(LC 12) Max Uplift 3=-68(LC 12),4=-i2(LC 12) Max Gray 1=109(LC 1),3=80(LC 17),4=50(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 68 lb uplift at joint 3 and 12 lb uplift at joint 4. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/I.7473 rev.10/032015 BEFORE USE. Design valid for use only with MITekS connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeMapIPII CualyCthtta,DS8d9 and BCSI Bolding Component 6904 Parke East Btvd. Safety Wesmafonavdlable from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type , , Qty Ply I Coley Residence T15036409 J180666-F J10 Corner Jack 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:26:15 2018 Page 1 ID:zjF5mitQjVwOv_RO0sOk1 LyjNvj-o?SdDXmMMW6LUdYEOUFoBBsPLZmeIKUNcYc25pyf5yM 1-0-0 1-0-0 Scale=1:10.4 8.00 TIT 2 1 9 , 3 5x5= 1-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.00 Vert(CT) -0.00 6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x8 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=37/0-3-8,2=19/Mechanical,3=17/Mechanical Max Horz 1=27(LC 12) Max Uplift 2=-19(LC 12),3—12(LC 12) Max Gray 1=37(LC 1),2=22(LC 17),3=21(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 19 lb uplift at joint 2 and 12 lb uplift at joint 3. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 8634 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10032015 BEFORE USE. r Design valid for use only with iviiTekfr connectors.This design Is based only upon parameters shown,and is for an individual building component,hot a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAfi/1PI1 Quarry Criteria,DSB-89 and SCSI Boldin;Component 6904 Parke East BNd. Safety ir/ortnaMwcuvallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Coley Residence T15036410 J180666-F J11 Jack-Partial Girder 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:26:16 2018 Page 1 ID:zjF5mitQjVwQv_RO0sQk1 LyjNvj-GBO?Rsm_7gEC6n7QyBm1jOPRjy_B1 izW rCMceGyf5yL 3-10-7 9-10-1 3-10-7 5-11-10 4 Scale:318"=1' a -o 566 12 NAILED 13 NAILED 3x4 12 L 3 ill111 NAILED �I 4x4 #11 .1B .. T 11 I I 1 ... �� 14 7 15 16 6 NAILED 1.5x4 !I NAILED 5 3x6 II3x4= NAILED 0-Q-6 3-10-7 9-10-1 0-0-6 3-10-1 5-11-10 Plate Offsets(X,Y)-- [1:0-1-12,0-0-1] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.06 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.13 6-7 >877 180 BCLL 0.0 " Rep Stress Incr NO WB 0.37 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:48 lb FT=20% I i LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-9-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=392/0-4-3,4=152/Mechanical,5=265/Mechanical Max Horz 1=189(LC 8) Max Uplift 1—137(LC 8),4=129(LC 8),5=-139(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-522/217 BOT CHORD 1-7=-355/506,6-7=-355/506 WEBS 3-7=0/254,3-6=-547/384 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 137 lb uplift at joint 1,129 lb uplift at joint 4 and 139 lb uplift at joint 5. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148'x3.25')toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-8=-20 Concentrated Loads(lb) Vert:12=-0(B)13=-37(B)14-6(B)15=-12(B)16=-30(B) Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 � I � A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIf-7473 rev.10/03/2015 BEFORE USE. Design valid fot use only with MITekf connectors.this design is based only upon parameters shown,and is for an individual beading component,hot 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. BracIg Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lpIJ Quadly Cdoda,DSB-89 and BCS/Budding Component 6904 Parke East Blvd. Safely Bdonna/bnavdlable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type r , Qty Ply Coley Residence TI5036411 J180666-F J12 Jack-Partial Girder 1 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:26:17 2018 Page 1 ID:zjFSmitQjVwQv_ROOsQkl LyjNvj-kOZNeCncu8M3kxidWuHGGcycKMKFm9Gg4s59Aiyf5yK 3-6-13 9-7-1 I 3-6-13 6-0-3 4 Scale=1:31.6 5.66 12 NAILED 13 NAILED 3x4% 12 3 �� 1 II NAILED 1111 4x4 • 2 1 iii0 il Elm 0 11 " I I I ;II ; 14 7 15 16 6 NAILED NAILED 5 1.5x4 II 3x6 I I 3x4= NAILED 0-Q-6 3-6-13 9-7-1 0-61-6 3-6-7 6-0-3 Plate Offsets(X,V)-- F1:0-1-12,0-0-1J LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.06 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.14 6-7 >841 180 BCLL 0.0 * Rep Stress Incr NO WB 0.37 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:47 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-7-15 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=381/0-4-3,4=155/Mechanical,5=254/Mechanical Max Horz 1=184(LC 8) Max Uplift 1=-133(LC 8),4=-134(LC 8),5.132(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-525/218 BOT CHORD 1-7=-357/507,6-7=-357/507 WEBS 3-7=0/252,3-6=-543/383 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 133 lb uplift at joint 1,134 lb uplift at joint 4 and 132 lb uplift at joint 5. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-8=-20 Concentrated Loads(Ib) Vert:12=-0(B)13=-37(B)14=-6(B)15=-12(B)16=-30(B) Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6834 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 la0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MWTEK REFERANCE PAGE Me-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek=cont t,,tors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mikek" Ls always required for stability and to prevent collapse wIth possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANI/iptl Quay cm.da,DS8-09 and ACS/Binding Component 6904 Parke East Blvd. Safely ht emtaI rrmvallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job I Truss Truss Type , • r Qty Ply Coley Residence T15036412 J180666-F J13 Jack-Partial Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:26:17 2018 Page 1 ID:zjF5mitQjVwQv_ROOsQk1 LyjNvj-kOZNeCncu8M3kxidWuHGGcycKMKFm9Gg4s59Aiyf5yK 3-6-13 9-7-1 3-6-13 6-0-3 4 Scale=1:31.6 ., Io NAILED 5.66 12 13 II NAILED 3x412 3tit °6 a NAILED 14 4x4 2 i 000 1 w 14 7 15 16 6 3x6 II NAILED 1.5x4 H NAILED 3x4 5 NAILED 0-g-6 3-6-13 9-7-1 0-6-6 3-6-7 6-0-3 Plate Offsets(X,Y)-- [1:0-1-12,0-0-1] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.06 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.14 6-7 >841 180 BCLL 0.0 * Rep Stress Incr NO WB 0.37 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:47 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-7-15 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=381/0-4-3,4=155/Mechanical,5=254/Mechanical Max Horz 1=184(LC 8) Max Uplift 1=-133(LC 8),4=-134(LC 8),5=-132(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-525/218 BOT CHORD 1-7=-357/507,6-7=-357/507 WEBS 3-7=0/252,3-6=-543/383 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 133 lb uplift at joint 1,134 lb uplift at joint 4 and 132 lb uplift at joint 5. 6)"NAILED"indicates 3-10d(0.148'x3")or 2-12d(0.148°x3.25")toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-4=-54,5-8=-20 Concentrated Loads(Ib) Vert:12=-0(F)13=-37(F)14=-6(F)15=-12(F)16=-30(F) Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MWIEK REFERANCE PAGE Me-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTeke connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall budding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSUIPI1 Qualy C,.da,DS-89 and SCSIluldhy Component 6904 Parke East Blvd. Safelyhlo/mafOnovallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r r Qty Ply Coley Residence TI5036413 J180666-F J14 Jack-Open Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:26:18 2018 Page 1 I D:zj F5mitQjVwQv_ROOsOk t Lyj Nvj-Da7IsYoEfRUwL5Hp3cpVopUkPmcgVe5pl W rii8yf5yJ 3-6-0 7-0-0 3-6-0 3-6-0 1.5x4 I I Scale=1:34.6 4 3 8.00 TIF 3x4 d 2 Ili INN K.HTU26 11 12 13 6 HTU26 HTU26 5 555 II 2x4 I HTU26 7-0-0 7-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.24 6-9 >344 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.34 6-9 >242 180 BCLL 0.0 * Rep Stress Incr NO WB 0.20 Horz(CT) 0.06 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:39 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 5-1-14 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=1117/0-3-8,4=73/Mechanical,5=1068/Mechanical Max Horz 1=190(LC 8) Max Uplift 1=-393(LC 8),4=-343(LC 13),5=-672(LC 8) Max Gray 1=1117(LC 1),4=173(LC 3),5=1068(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-389/515 WEBS 3-6=-534/290 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 393 lb uplift at joint 1,343 lb uplift at joint 4 and 672 lb uplift at joint 5. 7)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. starting at 0-8-4 from the left end to 6-2-4 to connect truss(es)to back face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-7=-20 Concentrated Loads(Ib) Vert:9-437(B)11=-435(B)12=-435(B)13=-437(B) Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 8834 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/20/5 BEFORE USE. r Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse wtth possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/Ilit Qualty Criteria,058-89 and ICS/Building Component 6904 Parke East Blvd. Safely Mamationmvallable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type y I 1 Qty Ply Coley Residence T15036414 J180666-F KO1 Common 11 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:26:19 2018 Page 1 ID:zjF5mit0jVwQv_R0OsQk1LyjNvj-hmh83upsPlcnzFs?dJKkL11_MA?EE7RyXAaGFbyf5yl 6-11-8 13-11-0 6-11-8 6-11-8 4x4= Scale=1:33.8 3 ON 8.00:1-2- 16 17 18 4x4�i 4x4 Q 2 4 i ,110 ,, 5 Y I,„ si 3x8 I 1.5x4 H 3x8 II 6-11-8 ( 13-11-0 6-11-8 6-11-8 Plate Offsets(X,Y)-- (1:0-3-8,Edgej,15:0-5-11,Edgej I I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.07 6-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.11 6-13 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.07 Horz(CT) 0.03 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:63 lb FT=20% � I LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 2-0-0,Right 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=515/0-3-8,5=515/0-3-8 Max Horz 1=132(LC 11) Max Uplift 1=-185(LC 12),5=-185(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-544/274,3-5=-544/274 BOT CHORD 1-6=-94/402,5-6=-94/402 WEBS 3-6=-41/297 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45tt;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-11-8,Exterior(2)6-11-8 to 9-11-8,Interior(1)9-11-8 to 13-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 185 lb uplift at joint 1 and 185 lb uplift at joint 5. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6834 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 tut 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. _- Design valid for use only with MITek)connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indk,ated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' B always required for stability and to prevent collapse wtth possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/rplI Quaity Careda,DSB49 and aCSN Bolding Component 6904 Parke East Blvd. Safetyintosmatbnjvailable from Truss Plate Institute.218 N.Lee Street,Suite 312,Nexandrla,VA 22314. Tampa.FL 33610 Job Truss Truss Type , t ` , Qty Ply Coley Residence 715036415 J180666-F K02 Common 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Mon Sep 10 07:26:20 2018 Page 1 ID:zjF5mitQjVwOv_ROOsQk1 LyjNvj-9zFW HEgUA3kebOQBB1 r_uEa96aLTzah6mgKpnl yfsyH 6-11-8 13-11-0 6-11-8 6-11-8 4x4= Scale=1:33.8 3 INNi 8.001'7 16 17 18 4x4- 4x4•� 4 2 1 `+041 ,5 I; 6 3x8 I 1.5x4 II 3x8 11 6-11-8 13-11-0 6-11-8 6-11-8 I Plate Offsets(X,Y)-- f1:0-3-8,Edge),(5:0-5-11,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.07 6-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.11 6-13 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.07 Horz(CT) 0.03 1 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:63 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 2-0-0,Right 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=515/0-3-8,5=515/Mechanical Max Horz 1=132(LC 11) Max Uplift 1=-185(LC 12),5=-185(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-544/274,3-5=-544/274 BOT CHORD 1-6=-94/402,5-6=-94/402 WEBS 3-6=-41/297 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-11-8,Exterior(2)6-11-8 to 9-11-8,Interior(1)9-11-8 to 13-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 185 lb uplift at joint 1 and 185 lb uplift at joint 5. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: September 10,2018 tu WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. -, Design valid for use only with MiTek5 connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI 1pII QuaNy C,Hda,OSB-89 and SCSI Maw Component 6904 Parke East Blvd. Safely Irefomfallonavallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 134" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Wilk. Apply plates to both sides of truss I 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 2. Truss bracing must be designed by an engineer.For 0-1/le4 wide truss spacing,individual lateral braces themselves W E QS may require bracing,or alternative Tor I 111E-1111111c a bracing should be considered. O U10111114111p U 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 0 4. Provide copies of this truss design tome building For 4 x 2 orientation,locate C7-8 o-; C5-6designer,erection supervisor,property owner and plates 0-1/1,4' from outside BOTTOM CHORDS all other interested parties. edge of truss. 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connectorlates. THE LEFT. p 7. Design assumes trusses will be suitably protected from `Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design Is not applicable for PLATE SIZE ICC ES Reports: use with Ike retardant,preservative treated,or green lumber. _ The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that P Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output, Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. II Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. kiM10 reaction section indicates joint NEM number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. INN MI IPMAII .It 18.Use of green or treated lumber may pose unacceptable _� environmental,health or performance risks.Consult with Industry Standards: Millproject engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. iti s not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, M' e lk ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 Builder: Job Info: Riverside Homes Job: J180666-R 12276 San Jose Blvd Job: J180666-F Suite 120 File# Jacksonville Florida 32223Er34°S1 19041 503-7055 Sales: Scot Burney Design: Ashley Casey Page: 1 of 3 Job: Report&Del. Date: Coley Residence Manning Building Supplies Rep. Date: 9/10/2018 1673 Atlantic Beach Dr Jacksonville, FL 32256 Atlantic Beach FL 32233 Phone: (904) 268-8225 Fax: (904) 260-2981 Cover Sheet Roof Trusses QTY (Shipping) Base Span OVERHANG CANTILEVER STUB ��DIAGRAMM PLY PITCH LABEL HEIGHT SPAN LUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT L! I , 8 7/12 A01 6-02-09 18-07-00 2 x 4 - - - L! V 4 7/12 A02 6-02-09 17-05-00 2 x 4 - 1 7/12 A03 6-11-12 17-05-00 2 x 4 A1 7/12 A04 8-01-12 17-05-00 2 x 4 - - - - - - .serrq� 2 x 4 1 7/12 A05 9-03-12 77.05-00 2 x 6 2x6 - - - - rdic1 7/12 A06 10-05-12 15-05-00 2 x 4 2x4 5 7/12 A07 10-11-07 15-05-00 2 x 6 - - 1 3/12 B01 2-05-08 2 x 6 - - 36-03-08 1 3/12 602 2-11-08 14-11-08 2 x 4 - 1 3/12 603 3-05-08 14-11-08 2 x 4 - - - - IAIZE 1 3/12 604 3-11-08 14-11-08 2 x 4 - - - - 8 3/12 B05 4-05-06 14-11-08 2 x 4 - - - - 7/12iii 21-09-08 2x6 - - - 1 7/12 C01 7-07-09 21.04.04 2 x 4 5-04 7 H2 21-09-08 - 11 7/12 CO2 804-13 41.04.04 2 x 4 5-04 7/12 21-09-08 - 1 7/12 CO3 8-04-13 21-04.04 2 x 4 2-00 5-04 (1-07-11) 2x4 - - - - �J^�I'� 1 3/12 001 102 04 4-08-00 2 x 4 y 2x4 - - - - 1 3/12 002 9-05-11 26-06-00 2 x 6 7-08 .......1<l‹< 5 3/12 D03 9-05-11 26-06-00 2 x 4 - - - - - - ......r<1<l‹ 3 3112 D042 x 4 9-05-11 26-06-00 2 x 6 4-00 - - 9/10/2018 8:25:20 AM Ashley Casey-AC2359 1 of 3 Roof Trusses QTY (Shipping) Base Span OVERHANG CANTILEVER STUB DIAGRAM PLY PITCH LABEL HEIGHT SPAN LUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT !.„<:TA 2 3/12 005 11-10-06 32-05-08 2 x 4 - - - - ifilltb 1 7/12 E01 7-03-00 24-09-08 2 x 4 - - - - 2 x 4 10 7/12 E02 8-00-04 24-09-08 2 x 6 - - - - v 11 3/12 G01 2-04-09 8-08-04 2 x 4 - - - - 2x4 - - - - 1 8/12 H01 5-05-14 22-11-00 2 x 6 // <O>N6 2 8/12 H02 6-09-14 22-11-00 2 x 4 - - - - A>►t 2 8/12 H03 8-01-14 22-11-00 2 x 4 - - - - /^N 1 8/12 H04 8-05-09 22-11-00 2 x 4 - - - - ® 2x4 1 8/12 H05 5-05-14 22-11-00 2 x 6 16 3/12 J01 2-05-08 7-00-00 2 x 4 - - - - 2 3/12 J02 1-11-08 5-00-00 2 x 4 - - - - 131 2 3/12 J03 1-05-08 3-00-00 2 x 4 - - - - 2x4 2 3/12 J04 11-08 1-00-00 2 x 6 -- i1 2.12/12 J05 2-05-06 9-10-01 2 x 4 .. - - - 1 2.12/12 J06 2-04-13 9-07-01 2 x 4 0-06 - -7 - 7 8/12 J07 5-05-14 7-00-00 2 x 4 - - - - e7 6 8/12 J08 4-01-14 5-00-00 2 x 4 - - - - et 6 8/12 J09 2-09-14 3-00-00 2 x 4 - - - - - 2x4 6 8 112 J10 1-05-14 1-00-00 2 x 8 - 3 5.66/12 J11 5-05-08 9-10-01 2 x 4 0-06 - - - 1 5.66/12 J12 5-04-02 9-07-01 2 x 4 0-06 - - - P 2 5.66/12 J13 5-04-02 9-07-01 2 x 4 0-06 - - - -Z- 2 x 4 1 8/12 J14 5-05-14 7-00-00 2 x 6 - - - - ff7N\ 11 8/12 K01 5-05-09 13-11-00 2 x 4 - - - - , Mr 4 8/12 K02 5-05-09 13-11-00 2 x 4 - - - - 158 9-05-11 2182.75 Floor Trusses QTY CANTILEVER STUB DIAGRAM PLY LABEL DEPTH SPAN LEFT RIGHT LEFT RIGHT a 1 F01 20" 5-04-08 - - - - S 9/10/2018 8:25:20 AM Ashley Casey-AC2359 7 of 3 Floor Trusses QTY CANTILEVER STUB DIAGRAM PLY LABEL DEPTH SPAN LEFT RIGHT LEFT RIGHT 3 F02 20" 22-05-08 - - - - 3 F03 20" 22-11-00 - 2-00 - - 2 F04 20" 22-11-00 - - - 1 F05 20" 22-11-00 - - - - f-AM .I II 3 F06 20" 12-04-04 - - - - 01PW.Wri M ri' 1 - - F07 20" 13-05-12 1 F08 20" 21-08-00 - - - - 2 F09 20" 21-08-00 - - - - 4 F10 20" 22-01-08 - - - 1 F11 20" 22-01-08 - - - 22 436.42 Ancillary Items QTY TYPE SIZE LENGTH LABEL 1 HU416 HU416 24 Hanger HTU26 HTU26 9 Hanger THA422 THA422 1 Hanger THAC422 THAC422 1@2-ply Rectangular EWP 1 3/4"x 20"2.0E EverEdgeTM LVL (2)18-00-00 BM1 1@2-ply Rectangular EWP 1 3/4"x 20"2.0E EverEdgeTM LVL (2)8-00-00 BM2 1@2-ply Rectangular EWP 1 3/4"x 9 1/4"2.0E EverEdgeTM... (2)8-00-00 BM3 9/10/2018 8:25:20 AM Ashley Casey-AC2359 3 of 3 t 1 410.) Client: Riverside Homes Date: 8/29/2018 Page 1 of 7 • Designn I M Project: Designer Ashley Casey Address. Lot 13 Atlantic Beach Country Club Job Name: J180666 1673 Atlantic Beach Drive Atlantic Beach,FL 32233 Project#: BM1 2.0E EverEdgeTM LVL 1.750" X 20.000" 2-Ply - PASSED Level:Level 3 4 — 1 2 • • ' 19 0 1,8.. r. 1 SP 2 SP 11'8 1/2" 5'11" y3 1/2" 17'7 1/2" ji Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 0(-542) 493 0 0 331 Moisture Condition: Dry Building Code. IBC/IRC 2015 2 2679 5562 0 0 2166 Deflection LL. 480 Load Sharing: No Deflection TL 360 Deck Not Checked Importance. Normal Temperature Temp<=100°F Bearings Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. 1 -SP 5.500" 11% 493/712 1205 L_ D+C (-271) Analysis Results 2-SP 5.500" 85% 5562/3634 9196 Uniform D+0.75(L+C) Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -20778 ft-lb 11'8 1/2" 52603 ft-lb 0.395(39%) D+L LL Unbraced -21784 ft-lb 11'8 1/2" 21834 ft-lb 0.998 D+0.75(L+C)Uniform (100%) Pos Moment 1438 ft-lb 3'1 5/16" 65754 ft-lb 0.022(2%) D+C L_ Unbraced 1438 ft-lb 3'1 5/16" 26085 ft-lb 0.055(6%) D+C L_ Shear 4080 lb 13'4 1/2" 13300 lb 0.307(31%) D+L _L LL Defl inch 0.025(L/5265) 6'9 1/2" 0.277(L/480) 0.090(9%) L L TL Deft inch 0.036(L/3730) 74 13/16" 0.370(L/360) 0.100(10%) D+L _L LL Cant 0.127 Rt Cant 0.296 0.430(43%) L _L (2U1115) (2L/480) TL Cant 0.269(2L/527) Rt Cant 0.394 0.680(68%) D+L _L (2U360) Design Notes 1 Fasten all plies using 3 rows of SDW22338 at 24"o.c.Maximum end distance not to exceed 12". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Concentrated load fastener specification is in addition to hanger fasteners if a hanger is present. 4 Simpson fasteners applied from a single side of the member use tip values where published. 5 Warning Note right cant exceeds 1/3 of back span,wind uplift may need to be checked. 6 Girders are designed to be supported on the bottom edge only. 7 Top loads must be supported equally by all plies. 8 Tie-down connection required at bearing 1 for uplift 271 lb(Combination D+L,Load Case _L). 9 Top braced at bearings. 10 Bottom must be laterally braced at a maximum of 6'6 3/4"o.c. Notes chemicals 6.For flat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies Calculated Structured Designs is responsible only of the Handling&Installation °ondmg Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of Ibis component based on the 1 LVL beams must not be cut or drilled 32256 design criteria and loadings shown. h is the 2.Refer to manufacturer's Seattle.WA responsibility of the customer and/or the contractor to m product information www.weyerhaeuseccoMeveredge/ (904)268-8225 ensure the component suitability of the intended fastregarding mss,bean requirements, (code application and to verify the dimensions and loads. approvals details.beam strength values.and code /� approvals B U i LD inG Lumber 3 Damaged Beams must not be used 6UlLt7lES t Dry service conditions unless noted otherwise a Design assumes lateral stop edges is latera►y restrained S 5 UPP LIE S 2 LVL not to be treated with fire retardant or corrosive 5.Provide lateral ppon I bearing points to avoid rau6S DIytStoat lateral displacement and rotation This design is valid until 7/10/2021 Version 18.40162 Powered by iStruct"" Client: Riverside Homes Date: 8/29/2018 Page 2 of 7 isDesignt" Project: Designer: Ashley Casey 0Address: Lot 13 Atlantic Beach Country Club Job Name: J180666 1673 Atlantic Beach Dove Atlantic Beach.FL 32233 Project#: BM1 2.0E EverEdgeTM LVL 1.750" X 20.000" 2-Ply - PASSED Level:Level 3 4 2 a a T • 1 SP 2 SP 111 1/2" 5'11" �3 1/2" 17'7 112" 11 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Tie-In 0-0-0 to 17-7-8 (Span)2-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF SW 2 Uniform Top 130 PLF 0 PLF 0 PLF 0 PLF 0 PLF WALL 3 Tie-In 0-0-0 to 17-7-8 (Span)12-0-0 Top 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF JACKS ABOVE 4 Point 17-2-4 Far Face 1342 lb 1432 Ib 0 lb 0 lb 383 Ib BM2 Brg 1 Self Weight 20 PLF Notes chemicals b Far flat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies mi Calculated Structured Designs n responsible only of the Handling&Installation ponUng Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the 1 LVL beams must not be cut or dulled32256 design criteria and loadings shown. h is them Seattle.WA (904) responsibility of the customer andfor the contractor to 2 cele` to manufacturer'squirements product mfo�mabon wwW.weyerhaeuser.eomlevert3dge/ (904)268-8225 ensure Ne component suitability of the intended regarding installation �" fastening details.beam strength values and cote appbcaeon.and to verify the dimensions and loads. approvals M0 1/7/l- Lumber 3 Damaged Beams must not be used INI11,I■ AE WC 1.Dry swats conditions.unless noted otherwisea Des,gn assumes top edge is laterally restrained ■U I t.D I e ES 2.LVL not to be heated with ere retardant or corrosive 5 Provide lateral support t beanng points to avoid U �^Its latera/displacement and rotation This design is valid until 7/10/2021 TRIPS ory1biOM Version 18.40.162 Powered by iStructre �,,.,,, ,,, Client: Riverside Homes Date: 8/29/2018 Page 3 of 7 isDesign M Project: Designer: Ashley Casey 10 Address: Lot 13 Atlantic Beach Country Club Job Name: J180666 1673 Atlantic Beach Dove Atlantic Beach,FL 32233 Project#: BM1 2.0E EverEdgeTM LVL 1.750" X 20.000" 2-Ply - PASSED Level:Level 1 \/ 1 SP 2 SP /A\ 11'8 1/2" 5'11" t'3 1/2" 17'7 1/2" Multi-Ply Analysis Fasten all plies using 3 rows of SDW22338 at 24" o.c..except for regions covered by concentrated load fastening. Maximum end distance not to exceed 12" Capacity 0.0% Load 0.0 PLF Yield Limit per Foot 382.5 PLF Yield Limit per Fastener 255.0 lb. Yield Mode Lookup Edge Distance 1 1/2" Min.End Distance 6" Load Combination Duration Factor 1.00 Concentrated Load Fasten at concentrated side load at 17-2-4 with a minimum of(6)—SDW22338 in the pattern shown. Capacity 90.6% Min/Max fastener distances for Concentrated Side Loads Load 1386.61b. Min.6"— —Min. 5/8" Total Yield Limit 1530.0 lb. Cg 1.0000 i Yield Limit per Fastener 255.0 lb. 1 1/2" Yield Mode Lookup – Qp T—® ... .\ /t.=.... Q O Load Combination D+L Min.5/8" : t i 1.) Duration Factor 1.00 1 Op0 I 0 © Min.4" a r o 0 Mm.6" O o o 1� O —Min.4"— l.)... - Max. 12"—Max. 12"—1 Notes em'Fats 6 For flat roofs provide proper drainage to prevent Manufacturer Into Manning Building Supplies Calculated Structured Desgns s responsible only of the Handling 8 Installation pond Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on Ne 1 LVL beams must not be cut or drilled Seattle.WA 32256 design criteria and loadings shown. It is the 2Refer to manufacturers Product information fesponubdity of the customregarding customer ancvor Ne contractor to ,,,,,,,won re.,remmwb� ents. ly WWw.weyerhaeuseccom/everedge/ (904)268-8225 apple the component suitability of the intended fastening details.beam strength values and code ication.and to vent'the dimensions and loads. approvals ICF nG Lumber 3.Damaged Beams must not be used 21-1,14°,24l I Ltl 1.ort'service conditions.unless noted otherwise a.Design assumes top edge is laterally restrained B S 2.LVL not to be treated with fire retardant or corrosive 5.Provide lateral supon at beanng points t°avoid lateral displacement and rotation This design is valid until 7/10/2021 muss DIVISION Version 18 40.162 Powered by iStruct'" Client: Riverside Homes Date: 8/29/2018 Page 4 of 7 isDesign k Project: Designer: Ashley Casey 0 Address: Lot 13 Atlantic Beach Country Clue Job Name: J180666 1673 Atlantic Beach Once Atlantic Beach,FL 32233 Project#: BM2 2.0E EverEdgeTM LVL 1.750" X 20.000" 2-Ply - PASSED Leel:Level 3 1 2 O / 1 Hanger(HU416(Min)) 2 SP 6'7 1/2" t'3 1/2" 6'7 1/2" Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 1432 1341 0 0 383 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1544 1447 0 0 413 Deflection LL. 480 Load Sharing: No Deflection TL- 360 Deck. Not Checked Importance. Normal Temperature Temp<=100°F Bearings Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. 1 - 2.500" 40% 1341/1432 2773 L D+L Hanger Analysis Results 2-SP 5.500" 27% 1447/1544 2991 L D+L Analysis Actual Location Allowed Capacity Comb. Case Moment 4052 ft-lb 3'2 1/4" 52603 ft-lb 0.077(8%) D+L L Unbraced 4052 ft-lb 3'2 1/4" 23147 ft-lb 0.175(18%) D+L L Shear 1205 lb 4'6 7/8" 13300 lb 0.091(9%) D+L L LL Defl inch 0.006 3'2 1/4" 0.153(L/480) 0.040(4%) L L (L/11357) TL Defl inch 0.012(L/5863) 3'2 1/4" 0.203(L/360) 0.060(6%) D+L L Design Notes 1 Fasten all plies using 3 rows of Pneumatic Gun Nail(.120x3.25")at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Fill all hanger nailing holes. 4 Girders are designed to be supported on the bottom edge only. 5 Top loads must be supported equally by all plies. 6 Top braced at bearings. 7 Bottom braced at bearings. 8 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Tie-In 0-0-0 to 6-7-8 (Span)22-5-8 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F02 2 Uniform Top 130 PLF 0 PLF 0 PLF 0 PLF 0 PLF WALL 3 Tie-In 0-0-0 to 6-7-8 (Span)12-0-0 Top 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF JACKS ABOVE Self Weight 20 PLF Notes chemicals B.For flat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies calculated Structured Designs is responsible only of the Handling&Installation ponding Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the 1 LVL beams must not be cut or dried Seattle.WA 32256 design criteria and loadings shown. It is the 2.Refer to manufacturer's product information responsibility of the customer and/or the contractor to regarding stagabon requirements. multi-pt' www.weyemaeusercom/everedge/ (904)268-8225 ensure the component suitability of the intended fastening details.beam strength values.and code plication and to vent'the dimensions and loads. approvals =nl% Lumber 3 Damage Beamsmust not be used aulLolno Dry service conditions unless noted otherwise a Devil era/ opedgeis bearing pointsrestraed S SUPPLIES 2 LVL not to be treated with hoe retardant or corrovve 5 Provide lateral pport at Deanng pants to avoid lateral displacement and rotation This design is valid until 7/10/2021 TRUSS avlsww Version 1840 162 Powered by Struct'" Client Riverside Homes Date 8/29/2018 Page 5 of 7 isDesign M Project Designer Ashley Casey AddreSS Lot 13 Atlantic Beach Country Club Job Name: J180666 1873 Atlantic Beach Drive Atlantic Beach.FL 32233 Project#: BM2 2.0E EverEdgeTM LVL 1.750" X 20.000" 2-Ply - PASSED Level:Level 1 Hanger(HU416(Min)) 2 SP 6'7 1/2" y3 1/2" 6'7 1/2" Multi-Ply Analysis Fasten all plies using 3 rows of Pneumatic Gun Nail(.120x3.25")at 12" o.c.. Maximum end distance not to exceed 6" Capacity 0.0 Load 0.0 PLF Yield Limit per Foot 244.5 PLF Yield Limit per Fastener 81.5 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination Duration Factor 1.00 Notes chenucals 6 For flat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies Calculated structured Designs is responsible only of the Handling&Installation ponding Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the I LVL beams must not be cut or dnlied Seattle.WA 32256 design criteria and loadings shown It is the 2 Refer to manufacturer's product informebon responsibility of Si customer andlor the contractor to regarding stallation requirements. mdtbyly www.weyerhaeuser.eom/everedge/ (904)268-8225 ensure the component suitability of the intended fastening details beam strength values.and code application.and to verity the dimensions and loads. approvals Lumber 3.Damaged Beams must not be used ;1,-.1.17,17..!:!,°..F U L Otni t.Dry service conditions.unless noted otherwise a.Design assumes top edge is laterally restrained B S S UP P LITE S 2.LVL not to be treated with fire retardant or corrosive 5.Fronde ledisplacementesupport at bearing pants to avail '"""'""' "' lateral and rotation This design is valid until 7/10/2021 muss orvtswe Version 1840.162 Powered by IStruct"a Client: Riverside Homes Date: 8/29/2018 Page 6 of 7 0 isDesigneM Project: Designer Ashley Casey Address: Lot 13 Atlantic Beach Country Club Job Name: J180666 1673 Atlantic Beach Drive Atlantic Beach,FL 32233 Project#: BM3 2.0E EverEdgeTM LVL 1.750" X 9.250" 2-Ply - PASSED Level:Level 1 2 • • • • • • • •Z , AI • • • N N 91/4 1 Hanger(LBV3.56/9.25) 2 Hanger(LBV3.56/9.25) 6'101/2" 4 431/2" 6'10 1/2" Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies 2 Design Method: ASD 1 928 1068 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 928 1068 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 360 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F Bearings Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. 1 - 2.500" 29% 1068/928 1996 L D+L Hanger Analysis Results 2- 2.500" 29% 1068/928 1996 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 3146 ft-lb 3'5 1/4" 12497 ft-lb 0.252(25%) D+L L Unbraced 3146 ft-lb 3'5 1/4" 9343 ft-lb 0.337(34%) D+L L Shear 1904 lb 11" 6151 lb 0.310(31%) D+L L LL Defl inch 0.030(U2640) 3'5 1/4" 0.165(U480) 0.180(18%) L L TL Defl inch 0.064(U1228) 3'5 1/4" 0.219(U360) 0.290(29%) D+L L Design Notes 1 Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Fill all hanger nailing holes. 4 Girders are designed to be supported on the bottom edge only. 5 Top braced at bearings. 6 Bottom braced at bearings. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Tie-In 0-0-0 to 6-10-8 (Span)13-6-0 Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF FO8 2 Uniform Near Face 200 PLF 0 PLF 0 PLF 0 PLF 0 PLF STAIRS Self Weight 9 PLF provide proper q. preventManufacturer Info ManningBuildingSupplies Notes cnem,ca�, s For flat roots dedrama to PP Calculated Structured Designs re responsible only of the Handling 8 Installation ponding Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the I CVL beams must not be cut or drilled Seattle.WA 32256 design criteria and loadings shown h is the 2 Refer toanufacturers product information responsibility of the customer andior the contractor to regarding slalloon requirements mulu-Ply www.weyemaeuser.com/everedge/ (904)268-8225 ensure the component suitability of Ore intended fastening details beam strength values.end code appl,cabon and to verify the dimensions and loads. approvals MINIM Lumber 3 Damaged Beams must not be used /\w 1111,A.7_1.2.2 �n 1 Dryconditions unless noted otherwise a. Devgn assumes top edge,s laterally restrained f`r(/`J service con 5. Provide lateral support at beanng pants to avoid 2 LVL not to be treated with Sr.retardant or corrosive lateral displacement and rotaoon This design is valid until 7/10/2021 TRUSS DIVISION Version 18.40.162 Powered by iStruct'° p Client: Riverside Homes Date: 8/29/2018 Page 7 of 7 isDesign N Address DesJob Nam Ashley Casey ill Address: Lot 13 Atlantic Beach Country Club Job Name. J160666 1673 Atlantic Beach Drive Atlantic Beach.FL 32233 Project#: BM3 2.0E EverEdgeTM LVL 1.750" X 9.250" 2-Ply - PASSED Level:Level • • 1A / C_V y • • • • • • ^ 91/4 • • • • • • • • • • 4 ( , 1 Hanger(LBV3.56/9.25) 2 Hanger(L8V3.56/9.25) 6'101/2" 'F '31/2" 6'10 1/2" Multi-Ply Analysis Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12"o.c.. Maximum end distance not to exceed 6" Capacity 68.3 Load 185.6 PLF Yield Limit per Foot 271.6 PLF Yield Limit per Fastener 90.5 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination D+L Duration Factor 1.00 Notes chemicals a For flat roofs provide proper drainage to prevent Manufacturer Into Manning Building Supplies Calculated Structured Designs Is responsible only of the Handling&Installation pon°ng Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the 1 LVL beams must not be cut or dried Seattle.WA 32256 design <ntena and lcadngs shown. it is the 2.Refer to manufacturer's product mformabon waw.we erhaeuser.com/evered e/ 904 268-8225 responsibility of the customer andbr the contractor to regarding tallation requirements, molb4ty Y 9 ( ) ensure the component suitability of the mtended fastening details.beam strength values.and code applicabon and to verity the Mmenslors and loadsapprovals afG Lumber 3 Damaged Beams must not be used Bs et fU 1pl1 O 1 DryMoons unless noted otherwise 4 Desrgn assumes top edge is laterally restrained D SUPP LIE S service con5 Provide lateral support at beanng points to avoid ,•" •.. 2 LVL not to be treated wan fire retardant or corrosive lateral displacement and rotation1RUSS DIVISION This design Is valid until 7/10/2021 Version 18.40.162 Powered by iStrucir.