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HomeMy WebLinkAboutTRUSS PAPERWORKSite Information: Customer Info: BSE Construction Group Project Name: HUMPHREY RES. LOUBIOCk: Subdivision: Address: 150 SE CELESTIA CT. City: PORT ST. LUCIE State: FL. 69904 Parke East Blvd. Mod Tprnpa, FL 33610-4115 SCANNED BY St. Lucie County Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions):. Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 32 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. ►Q 1 3 4r 5 e 7 8 9 10 11 12 13 14 16 17 18 20 21 22 Seal# T17632887 T17632888 T17632889 T17632890 Truss Name Date No. Seal# Truss Name Date Al 7/18/19 23 T17632909 EJ5 7/18/19 A2 7/18/19 24 T17632910 ER 7/18/19 A3 7/18/19 25 T17632911 EJ7A 7/18/19 A4 7/18/19 26 T17632912 ERP 7/18/19 A5 7/18/19 27 T17632913 1-1J5 7/18/19 A5A 7/18/19 28 T17632914 HJ7 7/18/19 A6 7/18/19 29 T17632915 - HJ7P 7/18/19 A7 7118/19 30 T17632916 MV2 7/18/19 B1 7/18/19 31 T17632917 MV4 7118/19 B2 7/18/19 32 T17632918 MV6 7/18/19 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Tibbetts Lumber Company -Palm Bay. Truss Design Engineer's Name: ORegan, Philip My license renewal date for the state of Florida is February 28, 2021. 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 designs comply with ANSUTPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into, account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, yihe building designer should verify applicability of design parameters and properly r incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. tl,101) r—op Co®,E Come-' ST. LUC6S BOCC ,`\\ \pti1 J11O 58126 9* STATE OF :�114 40n (O 1 N Philip J. O'ftegan PE No.58126 Mirek USA, Inc. FL Cell 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2019 ORegan, Philip 1 of 1 Job Truss Truss Type r Oty Ply HUMPHREY PIES. T17632887 507763 Al Roof Special Girder 1 1 - tide Reference (optional) Tibbetts Lumber Co, Palm Bay, FL I 6x6 = 2x4 11 8.240 s Jun 8 2019 MiTek Industries, Inc. Thu Jul 1 I D:sVpYK_OdLHF jjtugpcA50yyrB8-Ic71 Et pld_ndjiO7x0al3wp 7xB = 4x4 = Scale = 1:55.2 14 3x4 = 2.4 II 13 12 11 10 5x8 = 3x4 = 3x4 = 3x4 = LOADING (PSI SPACING-2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP _ TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.07 14-17 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC O.fib Vert(CT) -0.15 14-17 >996 240 BCLL 0.0 Rep Stress Inor NO WB 0.34 Hom(CT) 0.02 12 Ida n/a BCDL -10.0 Code FBC2017frPI2014 Matrix -MS Wind(LL) 0.1014-17 >999 240 - Weight: 1561b FT=20% LUMBER. BRACING - TOP CHORD 2x4 SP N0.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-3-1 oc puffins, except v 3-5: 2x6 SP No.2 2-0-0 oc pudins If 0-0-0 max.): 3-5. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS ^ 2x4 SP No.2 WEBS 1 Row at micipt - 3-12 REACTIONS. All bearings 18-9-0 except (jt=length) 2=0-8-0, 13=0-3-8. (lb) - Max Horz 2=-153(LC 6) Max Uplift All uplift 100 lb or less atjoint(s) except 2=-405(LC 8), 12=-798(LC 8). 11=-199(LC 25). 10=-227(LC 25), 8=-213(LC 25) Max Gmv All reactions 250 In or less at joint(s) except 2=738(LC 17), 12=1331(LC 1), 11=382(LC 13), 10=461(LC 14), 8=275(LC 14), 13=308(LC 3), 8=269(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. .-All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1188/517, 3-4=-156/411, 4-5=-155/410 BOT CHORD 2-14=-361/1055, 13-14=-362/1027, 12-13=-362/1027 WEBS 3-14=0/657, 3-12=-1571/683, 4-12=-517/446, 5-12=-297/144, 5-11=•188/324, 7-10= 295/247 1 111111 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=1 60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15tt; B=45ft; L=sift; eave=oft; Cat. ♦♦♦♦` Q"J' O ♦ F ♦ \�. •...... I �• 11; Exp C; Encl., GCpi=0.1 e; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 . � C E IV g '92% 3) Provide adequate drainage to prevent water pending. �.♦Q`Z` �� V F•••. � 4) All plates are MT20 plates unless otherwise indicated. No 58126 • �•. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. • = * : 6) This bass 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 405'Ib uplift at joint 2, 798Ib uplift at G joint 12, 1991b uplift at joint 11, 2271b uplift at joint 10, 213 Ib uplift at joint 8 and 2131b uplift at joint 8. �, OF Z 8) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 9) Hanger(s),or device(s) be ��T�• 'C. P other connection shall provided sufficient to support concentrated load(s) 257lb down and 319 lb up at 7-0-0, 150 lb down 163 Ito 9-0-12, 153 Ito down 168 lb 11-0-12 350 lb down 78 lb • \ ♦,♦� �j Q R , �? �s/ and and up at and and up at on top chord, and and ...... up at 7-0-0, and 851b down at 9-0-12, and 861b down at 11-0-12 on bottom chord. The design/selection of such connection �� ♦♦♦ device(s) is the responsibility of others. %,/ IONA� 'fit♦♦♦ 10) In the LOAD CASE(5) section, loads applied to the face of the truss are noted as front (F) or back (B). Philip J. OrRegan PE No.58126 LOAD CASE(S) Standard Mrfek USA, Inc. FL Can 6634 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 6904 Paden Fast Blvd. Tampa FL 33610 Date: July 18,2019 QwANNING-Ver/ly Design Parametersand NEAO NOTES ON TNLSANDINCLUDED M?EKNEFERANCEPAGEM0.74Z3rev. IDW20156EFONE USE Design valid for use oNy with MgeMb connectors. This tleslgn 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 tleslgn Into Me overall bullding design. Bracing Indicated is to prevent buckling of lndirdual tun web and/or chord members only. Addltlonal temporary and permanent brocing Is always required for stability and to prevent collapse with possible personal lJury and properly damage. For general guidance regarding the fabrication storage, delivery, erectlon and bracing of trusses and truss systems seeANSVg II Quo Criteria. DSB29 and BCSI Building Component SabM Informational from Truss Plate Institute,218 N. Lee sheet. Suite 312, Alexontlrio. VA2VIA. MiTek' 69N Parse East Blvd. Tampa, FL 33610 Job Truss Truss Type City Ply HUMPHREYRES. T77632887 507763 Al Roof Special Girder 1 1 Job Reference (optional) Tibbetts Lumber Co, Palm Bay, FL 8.240 s Jun 82019 MiTek Industries, Inc. Thu Jul 18 07:43:57 2019 Paget 1 ID:sVpYK_OdLHFJltugpcA50yyrBB-Ic71E1 p1d_ndji07xOal3wpu7yVhBjEBISXvgWywulm LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3= 54, 3-5=-54, 5-6=-54, 6-9=-54, 15-18=-20 Concentrated Loads.(Ib) Vert: 3=-160(F) 14=-350(F) 21=-110(F) 22=-113(F) 25=-66(F) 26=-70(F) E No 58128 Philip J. ('Regan PE No.58126 MiTek USA, Inc. H. Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2019 rQ WARNING-V drydeslSDperemeterzand READN0M ON 7N/SANDINCLUDEDMREKREF NCEPAGEM/r-74Jarev. 11)?AY111519EFORE USE Design valid for use only with MITeWconnectors. PrIs 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 oppllcabllty of design parameters and properly Incorporate finds design Into the overall bullchgdeslgn. gracing Indicated Is to prevent bucIdmgofindividual trussweband/or chord members only. Addihonal temporary and permanent brocing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and propeM/damage. For general guidance regarding the fabrication, storage. delivery, erectors and bracing of trusses and huss systems sseANSUIPII OuotM CReria, 030-09 antl BC31 Buttlhp Component 69M Parke East Blvd. Solely Informationavailable from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria VA 22314. Tampa, FL 33610 Job dotL Truss Truss Type Oty Ply HUMPHREV RES. T17632890 A4 Hip 2 1 Jab Reference o tional Tibbetts Lumber Cc, Palm Bay, FL 8.240 s Jun 8 2019 MiTek Industries, Inc. Thu Jul 18 07:44:00 2019 Page 1 ' ID:sVpYK__OdLHFjjtugpcA50yyrB8-9Aput2rdwv9Ca9lic88khYRPg9WvOI 1 dROmZHrywWj -1-4-0 6-9.14 13-0-0 17-8-0 23-10-2 30.8.0 32-0-0 1-4-0 6-9-14 8.2-2 4-8.0 6.2.2 6-9-14 7-4-0 Scale = 1:55.4 5x6 = 5x6 = 12 it 10 9 3x4 = 2x4 II 5,6 = 3x8 = 2x4 II 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL -10.0 SPACING- 2-0-0 CSI. Plate Grip DOL 1.25 TC 0.60 Lumber DOL 1.25 BC 0.70 Rep Stress her YES WB 0.53 Code FBC2017/TP12014 Matnx-MS DEFL. VeR(LL) Vad(CT) Horz(CT) Wind(LL) in (loc) Well Lrd -0,14111-11 >999 360 -0.2610-11 >999 240 0.10 7 n/a n/a - 0.1810-11 >999 240 PLATES GRIP MT20 244/190 Weight: 151 In FT=20% LUMBESi- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc puffins, except BOT CHORD 2x4 SP No.2 2-0-0 cc pudins (4-5-12 max.): 4-5. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-2 oc bracing. REACTIONS. (lb/size) 2=1207/0-8-0, 7=1207/0-8-0 Max Horz 2= 205(LC 10) Max Uplift 2=-608(LC 12). 7=-608(LC 12) FORCES. (Ito) - Max CompJMax. Ten. -All forces 250 (Its) or less except when shown. TOP CHORD 2-3=-2408/1396, 3-4=-1793/1134, 4-5=-1568/1120, 5-6=-1784/1129, 6-7= 2408/1395 BOT CHORD 2-12=-1157/2173, 11-12=-1157/2173, 10-11=-732/1566, 9-10=-1176/2173, 7-9=-1176/2173 WEBS 3-12=0/268, 3-11=-694/465, 4-11=-140/417, 5-10=-155/418, 6-10= 701/467, 6-9=0/270 NOTES- '1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=6.Opsh h=1511; B=45ft; L=31ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exierior(2) -1-4-0 to 1-8-13, Intedor(1) 1-8-13 to 13-0-0, Exterior(2) 13-0-0 to 17-4-1, Interior(1) 17-4-1 to 17-8-0, Extedor(2) 17-8-0 to 22-0-1, Interior(1) 22-0-1 to 32-0-0 zone; cantilever 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 pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pet 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 36-0 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 6081la uplift at joint 2 and 6081b uplift at joint 7. 8) Graphical purim representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 00II I I I1111 J'J' .`',`QX\ v\G E N No 58126 Phillp J. O'Regan PE No.58126 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa R.33610 Date: July 18,2019 Q WARNING -Ved/ydesignpammetemand RE40 NOTES ON THIS AND INCLUDED MREKREFERANCE PAGE MIP74"mw 1GTY1015 BEFORE USE Design valid for use only with M1rok9 connectors. ibis deslgn Is based only upon parameters shown. and Is for on Individual building component not a hussusystem. Before use. Me building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulldingdevgn. Bracing Indicated a to prevent buckling ofIndividual hum web and/or chord members only., Addiflonaltemporaryondpermanentbrocing Is always required for stability and to prevent collapse with possible personal injury and property damage, For genial guidance regarding Me fabrication, storage. delivery. erection and bracing of trusses and truss systems seeANSVrpil Quality Criteria. DS049 and BCSI BUIdbQ Component Safety Informationovollable Rom Tnrss Plate instiMe. 218 N. tee Sheet. Suite 312 Alexandria VA 22314. MiTek' 69M Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Ply HUMPHREY PIES. T17632891 507763 AS Hip �Qty 1 1 Job Reference (optional) Tibbetts Lumber Co, Palm Bay, FL �d 0 3x4 = 2x4 II 8.240 s Jun 8 2019 MiTek Industries, Inc. Thu Jul 18 07:44:01 ID:sVpYK_ODLHF-jjtugpcA50yyrB8-dNNG4OsFhD13CJKUAsf_Dm_YpZpo7Pq 5x6 = 5x6 — 4 5 5x6 = ID: 3.4 = 2x4 II Scale =1:56.2 30 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL - 10.0 SPACING- . 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.71 BC 0.78 WB 0.88 Matdx-MS DEFL in (loc) Udall Ud Ved(LL) -0.14 9-18 >999 360 Vert(CT) -0.2912-15 >999 240 Hom(CT) 0.10 7 Na n/a Wind(LL) 0.19 9-18 >999 240 PLATES GRIP MT20 2441190 Weight:. 148 lb FT=20% LUMBIM- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-7 no pudins, except BOT CH12RD 2x4 SP No.2 2-" oc puffins (4-8-10 max): 4-5. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-7 oc bracing. REACTIONS..(Ib/size) 2=1207/0-8-0,7=1207/0-8-0 Max Holz 2=234(LC 11) Max Uplift 2=-608(LC 12), 7= 608(LC 12) FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2355/1273, 3-0=-1617/989, 4-5=-1398/970, 5-6=-1610/986, 6-7=-2356/1272 BOT CHORD 2-12=1032/2117, 11-12=-1032/2117, 10-11=-554/1398, 9-10=-1051/2117, 7-9=-1051/2117 WEBS 3-12=0/318, 3-11=-845/545, 4-11=-212/404, 5-10=-209/405, 6-10=-851/546, 6-9=0/321 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=6.Opsf; h=15ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-13, Interior(1) 1-8-13 to 15-0-0, Extedor(2) 15-0-0 to 20-0-1, Interior(1) 20-0-1 to 32-0-0 zone; cantilever left and right exposed ;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 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 608 lb uplift at joint 2 and 608 lb uplift at joint 7. 8) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. ``�p111111/11,, No 58126 /; .,�-,„ONA� Epp``• Philip J. O'RepanPE No.58126 MIT& USA, Inc. FL Cent 6634 6904 Partite East Blvd. Tampa FL33610 Date: July 18,2019 Q WARNNG-Verilyde gnparamefersanOREAO NOTES ON TNISAND/NCLUDEDMREKREFERANOEPAGEM674n3 t, fa1A'Y1p15BEFORE USE Design valid for use orly with MlreldD connectors. Thu design Is based only upon parameters shown, and Is for an individual building component, not atruss system. Before use, the building designer must verltythe applicability, of design parameters and properly Incorporate Mls 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 huss systems. SeeANSVIPII Cuallly CffbrN, DSSJ89 and SCSI Building Component seat Perks East Blvd. Safety Informatbmvalabie from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria. VA 223 M. Tampa, FL 33610 Job Truss Thus Type Oty Ply HUMPHREY RES. T77632892 507763 A5A Hip 7 1 Job Reference (optional) Tibbetts Lumber Co, Palm Bay, FL 8.240 s Jun 8 2019 MiTek Industries, Inc. Thu Jul 18 07:44:03 2019 Page 1 ' ID:sVpYK_OdLHFjjlugpcA50yyrB8-ZIVOV4tVDgYnRdUHHHhSIB3g2MU1bJL470_OtAywulg -1.4-0 3.21 5-4.8 B-2-0 15.0.0 1 8 22-10-2 30-8-0 32-0-0 1-4-0 3.2-2 2.2.6 2-9-8 6--1 (Ng -8- ]-2-2 1.9-14 Scale =1:57.3 6.10 = SX6 = 6 7 m 017 0 I 15 14 13 12 11 3x4 I I 3x4 Sx6 = 5x8 = 2x4 II 3x4 = = 44 = 50 7212-2 15- 22-10-2 30-8-05448 0-0e80&AIN 0 9-2A 7,14 Plate Offsets (X Y)- [2'0-0-14 Edgel [3'0-3-B 0-1-121 [4'0-1-12 0-0-127 [4'0-5-0 Edge] [6'0-3-8 0-2-12] [7'0-3-00-2-41 112'0-2-12 0-3-01 [16'0-8-8 0-4-121 LOADING (psQ SPACING- 2-0-0 CSI. DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Ven(LL) -0.63 -18 >588 360 MT20 -2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -1.17 18 >314 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.88 Hom(CT) 0.52 9 n/a Na BCDL - 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.80 18 >460 240 Weight: 173 lb FT=20% LUMBER - TOP CHORD 2x4 SP SS *Except' 6-7: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* ' 4-19,16-17: 2x4 SP SS WEBS 2x4 SP No.2 *Except' 3-17: 2x4 SP SS BRACING - TOP CHORD Stmctural wood sheathing directly applied, except 2-0-0 oc purms (4-7-15 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 4-8-0 oc bracing. Except: 7-7-0 oc bracing: 17-19 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 6-16 REACTIONS. (lb/size) 2=1220/0-8-0, 9=1211/0-8-0 Meer Hom 2=234(LC 11) Max Uplift 2=-599(LC 12). 9=-605(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2630/1368, 3-4=-7272/3554, 4-5=-7845/3796, 5-6=-4518/2514, 6-7=-1411/963, 7-8=-1613/974, 8-9= 2348/1265 BOT CHORD 2-19=-1161/2398, 17-19=-642/1410, 4-17=-1 D4/251, 16-17=-2091/4454, 5-16= 9901712, 12-13=-548/1411, 11-12= 104512125, 9-11=-1045/2125 WEBS 3-19=-2295/1143,3-17=-2881/6118,5-17=-1492/3354, 13-16_ 509/1247, 6-16=-1743/3238, 6-13=-349/233,7-12=-201/400,8-12=-850/546, 8-11=0/318 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opst h=15ft; B=45ft; L=31ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-13, Intedor(1) 1-8-13 to 15-0-0. Exterior(2) 15-M to 20-0-1, Interior(1) 20-0-1 to 32-0-0 zone; cantilever left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 17 = 4% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 6t between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 599 lb uplift at joint 2 and 605 Ib uplift at joint 9. 9) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. No 58126 Philip J. O'Regan PE No.58126 MITek USA, Inc. FL Dert 6634 6904 Parke East Blvd. Tampa R.33610 Date: July 18,2019 Job Truss Truce Type Cry Ply HUMPHREY RES. T17fi32894 507763 A7 Hip Girder 1 1 Job Reference (optional) Tibbetts Lumber Co, Palm Hay, FL 5.00 12 6.24U Stun 62U19 MI I OK ID:sVpYK_OdLHF-jjtugpcA50yyrBB-_KA976v 6x8 = 3x4 = 2x4 11 6x8 = 4 1 2 5 2324 2526 rR]27286 2 ] Inc. I nu Ju 1807:44:UB 201 U Paget 2x4 3 2x4 6 NOP2X STP= N0P2X STP 2 9 113 4x8 — 14 31 32 13 33 3435 3612 37 38 11 3x4 = 6xl2 MT20HS= 6x12 MT20HS= 3x4 48 = Scale=1:55.4 LOADING (ps, TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL - 10.0 SPACING- 2-" Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress L NO Code FBC2017/TP12014 CSI. TC 0.92 BC 0.86 WB 0.69 Matnx-MS DEFL. Vert(LL) Ven(CT) Hord(CT) Wind(LL) in (loc) Well Ud -0.43 12-13 >848 360 -0.8412-13 >437 240 0.20 9 We Na 0.56 12-13 >652 240 PLATES MT20 MT20HS Weight:. 163111 GRIP 244/190 167/143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Stmctuml wood sheathing directly applied or 2-1-2 oc puffins, except 4-7: 2x6 SP No.2 2-0-0 oc puffins (2-2-0 max.): 4-7. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 3-11-6 oc bracing. WEBS a 2x4 SP No.2 REACTIONS. (lb/size) 2=2420/0-8-0, 9=242010-8-0 Max Horz 2=-119(LC 6) Max Uplift 2=-1120(LC 8), 9=-1120(LC 8) FORCES. (lb) -Max. Cc mpJMax. Ten. -All forces 250 (lb) or less except when shown. - TOP CHORD 2-3=-5556/2418, 3-4=-5418/2340, 4-5=-6958/3077, 5-6=-7006/3100, 6-7— 7011/3104, 7-8=-5419/2340, 8-9=-5556/2418 BOT CHORD 2-14=-2121/5083, 13-14=-1998/4962, 12-13=-2908/6992, 11-12=-1998/4963, 9-11=-2121/50W WEBS 3-14=-285/287,4-14=-221642,4-13=-1001/2320, 5-13=-787/642, 6-12=-764/643, 7-12=-1025/2365, 7-11= 21/648, 8-11=-285/288 NOTES- loads have been considered for this design. r7-10;oof rVult=1160mph � ,J. 2) Wind: ASCEanced (3 second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; 9=45ft; L=31ft; eave=4ft; Cat. ♦♦♦♦e Q & Q II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip OOL=1.60. 3) adequate pre vent water indicate. ♦♦ ���' G E N S•• 20plates nl 4) All plates are MT20 plates unless otherwise indicated: All plaes are M ♦♦Q 2 �♦ � V IS,•�'. � 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 58126 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-" 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 1120 It, uplift at joint 2 and 1120 Ib uplift "O at joint 9. 8) Graphical puffin representation does not depict the size orthe orientation of the puffin along the top and/orbottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 207 It,down and 319lb up at : F (U 7-0-0, 139 lb down and 163 Ib up at 9-0-12, 139 lb down and 163111 up at 11-0-12, 139 lb down and 163 lb up at 13-0-12, 139 Ib 0, •• ( p:• ♦♦ ;; ;, �? down and 1631b up at 15-0-12, 139 Ib down and 1631b up at 15-7-4, 139 Ib down and 163 Ib up at 17-7-4, 1391b down and 163 Ib ♦♦ �I SIS� •(G% up at 19-7-4, and 139 lb down and 163 Ih up at 21-7-4, and 207 lb down and 319 lb up at 23-8-0 on top chord, and 350111 down ♦♦� o,,yo N A� o and 78 lb up at 7-0-0, 85 lb down at 9-0-12, 85 lb down at 11-0-12, 85 lb down at 13-0-12, 85 Ito down at 15-0-12. 8510 down at ll�♦ 15-7-4. 851b down at 17-7-4, 851b down at 19-7-4, and 85 lb down at 21-7.4, and 3501b down and 78111 up at 23-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Philip J. O'ReOan PE No.58126 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). MRek USA, Inc. Fl. Cert 6634 6W Parke Fast Blvd. Tampa FL 33610 LOAD CASE(S) Standard Date: July 18,2019 -A WARNING- Vetltydesf9nparemetersaed READ NOTES ON THIS AND INCLUDEDMITEKREFERANCEPAGEMA-]4]3rev. 14.03¢c1SBEFORE USE Design valid for use only with MRek® Connectors. This tleslgn Is based only upon parameters shown. and 6 for an Individual building component, not .. atruss system. Before use, the building designer must verify Me applicabrily of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to buckling of Intlividual truss web and/or chard members only.. Additional temporary and permanent bracing MOW prevent Is always required for stability and to prevent collapse Win possible personal injury and property damage, For general guldonce regarding the fobrication, storage, delivery, erection and bracing of lasses and truss systems, seeANSI/IPII Quality CANa. DSB49 and BCSI Building Component 6904 Peirce East BNe. Safety Informatbrnvatoble from Truss Plate Institute, 218 N. Lee Sheet, Suite 312 Alexandra, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty, Ply HUMPHREY RES. T77fi32B94 507763 A7 Hip Girder i 1 Jab Reference (optional) ,opens Lumber Uo, Patm tlay , hL 8.240 s Jun 8 2019 MiTek Indminies, Inc. Thu Jul 18 07:44:06 2019 Page 2 ' ID:sVpYK_QdLHFJltugpcA50yyrBB-_KA976WOWIwM14DszPF9wphMMaWool6WpMD1UVywuld LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-7=-54, 7-10— 54, 15-18=-20 Concentrated Loads (Ib) Vert: 4=-160(B) 7=-160(B) 14=-350(B) 11=-350(B)21= 110(B)22— 110(B)23= 110(B) 25=-11 O(B) 26=-11 O(B)28=-110(B) 29=-11 O(B) 30=-110(8)31= 66(B) 32=-66(B) 33=-66(B) 34=-66(B) 35=-66(B) 36=-66(B) 37=-66(B) 38=-66(B) `„11111111///� J. O'qF No�558811%26 Phlllp J. O'pegan PE Np.58126 Well USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL33610 Date: July 18,2019 Q WARNING-Ved1ydeslgnp nmaetmssnd READNOTES ON TNISANDINCLUDMM1 KREFENANCEPAGEM27V3rev. 10=20158EFONE USE Design valid for use only with MRek® connectors. "his design u bored only upon parameters shown, and Is for on IndMtlual building component, not 0 true system. Before use, the building designer must verify the appllcolony of design parameters and properly Incorporate INS design Iwo the overall buldingdeslgn. Bracing Indicated Is to prevent buckling OfIndMdualhursweband/orchordmembersonly..Addltlbnaltemporaryondpennbnentbracing MiTek' IS always required for stoblllTy, 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 Koss systems seeANSIn i1 Cuofs. CMode, D51129 and SCSI Building Compenaint 6904 Parke East Blvd. Sooty Informutionavo0obie from Russ Plate Institute. 218 N. Lee Street. Suite 312, Alexandra, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply HUMPHREY RES. T77632895 507763 B1 Hip Girder 1 1 Job Reference (optional) libbefts Lumber Co, Palm Bay, FL 5x6 = are = 8.240 s Jun 8 2019 MiTek Industries, Inc. Thu Jul 18 07:44:07 2019 Page 1 I D:sVpVK_OdLHFJltugpcA50yyrB8-SXkXLRwOH32DwEn2 W 6mOT1 EbGyOXIIf2OyROxywult 18-9-0 , 20-1-0 , 5x6 = 3x4 = NOP2X STP= 3x4 — 3x4 = 5x6 = 2x4 11 LOADING (pso SPACING- 2-0-0 TCLL 20.0 Plate Gnp,DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Mar NO BCDL - 10.0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* r. 2-4: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS - 2x4 SP No.2 Scale = 1:33.8 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TC 0.65 Vert(LL) 0.27 9-12 >348 240 MT20 244/190 BC 0.58 Vert(CT) -0.19 9-12 >492 240 WB 0.15 Horz(CT) -0.01 5 n1a n/a Matrix -MS Weight: 82 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-14 oc puffins, except 2-0-0 oc puffins (6-0-0 max): 2-4. BOTCHORD Rigid ceiling directly applied or 74-1 oc bracing. REACTIONS. (lb/size) 1=427/0-8-0, 8=1033/0-8-0, 5=539/0-8-0 Max Horz 1=-108(LC 6) Max Uplift 1=-478(LC 8). 8=-788(LC 8), 5=-078(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. -A[] forces 250 (lb) or less except when shown. TOP CHORD 1-2=-548/673, 2-3=-492f712, 3-4=-553/462, 4-5=E60/440 BOT CHORD 1-9=-4861462, 8-9=-052(435, 7-8=-452/435, 5-7=-263/552 WEBS 2-9=-671/568,3-8=-928/751, 3-7=-95/671 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcument 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 478 lb uplift at joint 1, 7881b uplift at joint 8 and 378lb uplift at joint 5. 8) Graphical pudin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 148 lb down and 209 lb up at 7-0-0 on top chord, and 489 lb down and 575lb up at 7-0-0 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-4=-54, 4-6=-54, 10-13_ 20 Concentrated Loads (Ib) Vert: 2=-52(F) 9=-489(F) �o P`C E O 1RFC9���i N6 58126 Philip J. O'Began PE ND.58126 MiTek USA, Inc. R. Dert 6634 6904 Padre East Blvd. Tampa R.33610 Date: July 18,2019 Q WARNING-yvUydealgnparemetwsenENEAD NOTES ON MIS AND INCLUDED MnrEKNEFENANCEPAGEM*7V3.v. 1003ashS BEFORE USE Design valid tot use aNy WM MBek® connectors. This design is based only upon parameters shown, and Is for en Individual building component, not l � a truss system. Before use, Me bullding designer must verify Me opplicablllty of design parameters and properly Incorporate this design into Me overall building design. Bracing indicated is to prevent buckling of Individual toss web and/or chord members only. Additional temporary and permanent bracing M)Tek' 8 always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding Me fabrication. storage. dell,ery. erection and bracing of trusses and truss systems. seeANSVIPII Cup18y Criteria. DSB-69 and 101 Buldhp Component SaNty Infom hom Institute, 69M Parke Ent Blvd. Tampa, FL 33610 ofloa alioble Lull Plate 218 N. Lee Street, Suee 31P, Nexandrla. VA 22314. Job Times Truss Type Cry Ply HUMPHREYRES. T17632896 507763 02 Hip 1 1 Job Reference (optional Tibbetts Lumber Co, Palm Bay, FL 8.240 s Jun 8 2019 MiTek Industries, Inc. Thu Jul 18 07:44:08 2019 Page l Scale = 1:35.2 Sx6 = 5x6 = n 3 4 3x4 = NOP2X STP= 3x4 = 3x4 = Sx6 = 7-9-0 k11-0-0 18-9-0 7-9.0 3-3-0 7.9.0 Plate OHsets(XY)-- [1:0-1-2Edge1 [3:0-3-00-2-4] f4:0-3-00-2-4] [6:0-1-2Edge7 f9:0-2420-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(L-) 0.38 9-12 >248 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.21 8-15 >613 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(CT) -0.01 1 n1a n/a BCDL . 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 801b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD REACTIONS. (Ib/size) 1=28310-8-0, 9=704/0-8-0, 6=472/0-8-0 Max Horz 1=-135(LC 10) Max Uplift 1=-273(LC 12), 9=-475(LC 12), 6=-278(LC 12) Max Grav 1p283(LC 1), 9=7D4(LC 1), 6=478(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-219/465, 4-5=-605/489, 5-6=-072/229 BOT CHO_ RD 6-8=-82/390 WEBS 2-9=-4751793, 3-9= 469/84,4-8=-487/841, 5-8=-618/658 Structural wood sheathing directly applied or 6-0-0 oc pudins, except 2-0-0 oc puffins (6-0-0 max.): 3-4. Rigid ceiling directly applied or 9-5-9 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=1511t; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directorial) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-0-0, Extedor(2) 9-M to 13-11-14, Interior(1) 13-11-14 to 20-1-0 zone; cantilever left and right exposed ; porch 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 pending. 4) All plates are MT20 plates unless otherwise indicated. - 5) This muss has been designed for a 10.0 fast bottom chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for alive 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 2731b uplift at joint 1, 475 to uplift at joint 9 and 278 lb uplift at joint 6. 8) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. ``III11111111/j�' �``�,b�p • V F � No 58126 53 `% Philip J. 011eOanPE ND.58126 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL33610 Date: July 18,2019 Q WARNWG- VedNdealgnParametersend READNOTES ON TRISANDINCLUDED 111I77ENREFERANCEPAGEM67473mv. f02¢Y101SBUORE USE Design valid for use only with MQek® connectors. This design Is based only upon parameters shown and Is for on Individual build ng component, not a truss system. Before use, the bW ding designer must ver fie applicability of design parameters antl properly incorporate this design Into the overall builtlingdesign.Bracing Indicated Is to prevent buckling of Individual hum 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 fobroonon, storage, delivery, erection and bracing of trusses and truss systems, seeANSVRII Quality Crank. D5349 and SCSI Sol Component 6904 Parke East Blvd. Safety Infornaflonovalloble from Truss Plate Ins rVe, 218 N. Lee Street, Suite 312, Alexandre. VA 22314. Tampa, FL 33610 Job - Truss Truss Type Gly ply HUMPHREY RES. T77632897 507763 C1 Hip Girder 7 1 Job Reference o tional I (Duane Lumoer Go, valm nay , FL 6x6 — 8.240 s Jun 8 2019 MiTek Industries, Inc. Thu Jul 18 07:44:09 2019 Page l ID:sVpYK_OdLHF_JjlugpcA50yyrBB-Ovslm7yGoglw9YxReXosYSJOaneV?DZyVKRXSgywula 5x6 = 3x4 = Scale=1:22.7 Plate Offsets (X Y)-- 13:0-3-00-2-91 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (roc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 VerI -0.03 8-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC. 0.41 Ver(CT) -0.06 8-11 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.07 Horz(CT) 0.02 5 n1a n/a BCDL .10.0 Code FBC2017/TP12014 - Matrix -MS Wind(LL) 0.03 8-11 >999 240 Weight: 49 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 3-4: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS • 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 2=713/0-8-0, 5=713/0-8-0 Max Horz 2=-84(LC 6) Max Uplift 2= 362(LC 8), 5=-362(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1264/462, 3-4=-11191467, 4-5=-1267/462 BOT CHORD 2-8=-318/1171, 7-8=-319/1151,5-7=-309/1140 WEBS 3-8=-0/297,4-7=-6/320 Structural wood sheathing directly applied or 4-11-11 oc pudins, except 2-0-0 oc pulling (6-0-0 max.): 3-4. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=6.Opsf; h=1511; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; En l., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. ti) ' 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 362 lb uplift at joint 2 and 362 to uplift at • joint S. 8) Graphical puffin representation does not depict the size or the orientation of the pudinalong the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 146 lb down and 212 lb up at 5-0-0, and 146 Ib down and 212lb up at 6-3-8 on top chord, and 209 lb down and 34 Ib up at 5-0-0, and 209 lb down and 34 Ib up at 6-2-12 on bottom chard. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=.54, 3-4= 54, 4-6=-54; 9-12=-20 Concentrated Loads (Ib) Veil: 3=.61(B) 4— 61(B) 8=-162(B) 7=-162(B) .• �CEN,9 No 58126 -53 Philip J. O'Regan PE No.58126 MITek USA, Inc. FL Cart 6534 6904 Parke East Blvd. Tampa R.33610 Dale; July 18,2019 Q WARNING- VeolldesignparemetenaACREADNOTES ON Miss AND INCLUDED MREKNEFENANCE PAGE Ms,74"rev. latassars BEFORE USE Design valid for use only with Mired], connectors. TNs design Is based only upon parameters shovrtt and Is for on Individual building component, not a truss system. Before use, the bulltling designer must verify the applicability of design parameters and properly lncoMcrate this design Into the overall bulltling design. Bracing Indicated is to prevent buckling of lndividuoi truss web and/or chord members only.. Additional temporary and permanent bracing is always required for stabllliy and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcarfil storage, delivery, erection and bracing of trusses and truss systems. seeANSVm91 GuolMy CMr do.113E-09 and SCSI Buldbp Component Solely Infoena6ore voilable from Truss Plate Insatute, 218 N. Lee Street Suite 312. Alexandria. VA 2,114, MiTek' 6904 Palle East Blvd. Tampa, FL 33610 Job Truss Truss Type Ply HUMPHREYRES. T17632898 507763 C2 Common �Qly 2 1 Job Reference (optional) I mbette Lumber GO, Pamn bay, FL 4x4 = 3x4 = Jun 82019 MiTek Industries, Inc. Thu Jul 18 07:44:10 2019 Pagel gpcA5OyyrBe-s6GgzTzuZ_OnniWdCFJ54fsA1 B?okhx6kzB5dGywulZ 3.4 = Scale = 1:22.4 LOADING (psQ TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL - 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2074 CBI. TC 0.36 BC 0.34 WB 0.06 Matrix -MS OEFL, in Vert(LL) -0.03 Vert(CT) -0.06 Horz(CT) 0.01 Wind(LL) 0.04 (lac) Udefl L/d 6-12 >999 360 6-12 >999 240 4 n/a n/a 6-12 >999 240 PLATES GRIP MT20 244/190 Weight: 431b 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 REACTIONS. (lb/size) 2=490/0-8-0, 4=490/0-8-0 Max Hom 2=-92(LC 10) ,Max Uplift 2=-286(LC 12), 4=-286(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-647/421,.3-4=-647/421 BOT CHORD 2-6=-241/553, 4-6=-241/553 WEBS 3-6=0/254 NOTES- 1 ) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph.(3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=6.Opsh h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II( Exp C; Encl., GCpi=0A8; MW FRS (directional) and C-C Extedor(2) -14-0 to 1-8-0. Intedor(1) 1-8-0 to 5-7-12, Extedor(2) 5-7-12 to 8-7-12, Intedor(1) 8-7-12 to 12-7-8 zone; cantilever left and right exposed;CL for members and forces & MWFRS for reactions shown; Lumber .DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.01 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. e 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 286 Ito uplift at joint 2 and 286 Its uplift at joint 4. ,311 0 NO 58126 -Tit : ///2 — : 17r :- Philip J. O'Regan PE No58126 MITek USA, Inc. FL Cert 6634 Si Padre East Blvd. Tampa FL 33610 Date: July 18,2019 -Q WARNING-Verityd1Sf9e pSv..Nls and READNOM ON MIS AND INCLUDED MDTKREFERANCE PAGE IffluM 3 rev. 1041042015 BEFORE USE. ' Design valid for use only with Meek® connectors. this design Is based any upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the appllcabilny of design parameters and properly Incorporate this design Into the overall building design. Bracing lntlicoted a to prevent buckMg of lndNidual truss web and/or chord members only. Additlonal temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal lnlury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems weANSVIpt1 Quality Cheri Ill and BCSI Building Component 6904 Padre East Blvd. Salety Isla rnalionovailoble from Truss Plato InsliMe, 218 N. Lae Sheet. Suite 312, Alexontldo, VA 22314. Tampa. 1 33610 Jo¢ Truss Truss Type Oty Ply HUMPHREY RES. T77632899 507763 C3 Common 3 1 Job Reference (optional) Tibbetts Lumber Co, Palm Bay, FL 8.240 s Jun 8 2019 MiTek Industries, Inc. Thu Jul 18 07:44:11 2019 Page 1 ID:sVpYK_OdLHFJjtugpcA50yyrBB.Klz2ApzXKHYeOr5plyrKdtPLZbLfTBBFzdwe9iywulY -1-4-0 5-7-12 k 11-3.8 1-4-0 ~ 5-7-12 -- &7-12 Scale=1:20.5 4x4 = Ia 3x4 =- 3.4 = 5-7-12 11-3-8 5.7-12 I &7-12 Plate Oftsets(XY)-- f4:0-1-140-0-21 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.04 5-8 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.07 5-8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(CT) 0.01 4 n/a n/a BCDL - 10.0 Code FBC2017rTPI2014 Matrix -MS Wind(ILL) 0.05 5-8 >999 240 Weight: 41 It, FT=20% LUMBEM- TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 4=414/0-8-0, 2=494/0-8-0 Max Horz 2=91(LC 11) Max Uplift 4= 181(LC 12), 2=-292(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-662/463, 3-4=-650/462 BOT CHORD 2-5=-333/567, 4-5=-333/567 WEBS 3-5=-20/256 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc pudins. BOT CHORD Rigid ceiling directly applied or 9-3-9 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 5-7-12, Extedor(2) 5-7-12 to 8-7-12, Inledor(1) 8-7-12 to 11-3-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed fora 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 tell 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 181 lb uplift at joint 4 and 292 lb uplift at joint 2. E OS�Cg2 No 5181266 46 %%' Philip J. O'Regan PE No.58126 MITek USA, Inc. R. Cert 6634 69M Parke East Blvd. Tampa R.33610 Date: July 18,2019 Job Truss Truss Type Cry Ply HUMPH13EY RES. T77632900 507763 C4 - Halt Hip 1 1 Job Reference (optional) L.sni 1,0, roan Buy, rL 8.24U s Jun a 2U19 MI Iek Industries, Inc. Thu Jul 1807:44:11 2019 Page 1 ID:sVpYK_OdLH F-ijtugpcA5UyyrB8-KIz2ApzXKHYeOr5plyrKdIPI KbKeT56Fzdwe9iywulY 4-4.0 6-6-0 11-4-0 1-4-0 6-6-0 4-10-0 Scale =1:22.8 5x6 = 2.4 11 NOP2X STP = 3x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL - 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress ]net YES Code FBC2017/TPI2014 CSI. TC 0.52 BC 0.43 WB 0.25 Matrix -MS DEFL. in Vert(ILL) -0.05 Ved(CT) -0.10 Horz(CT) 0.01 Wind(LL) 0.09 (loc) Vdefl Ud 6-9 >999 360 6-9 >999 240 5 n/a Na 6-9 >999 240 PLATES GRIP MT20 244/190 Weight: 54 lb FT=20% LUMBE'H- BRACING- . TOP CHORD 2x4 SP No.2 -. TOP CHORD Structural wood sheathing directly applied or 6-0-0 no pudins, BOT CHQRD 2x4 SP No.2 .except end verticals, and 2-0-0 oc puffins, (6-0-0 max.): 3-4. WEBS 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 7-10-12 oc bracing. • 4-5: 2x6 SP No.2 REACTIONS. (lb/size) 2=487/0-8-0, 5=407/0-8-0 Max Ho¢ 2=191(LC 12) Max Uplift 2=-271(LC 12),.5=-196(LC 12) - FORCES. (lb) - MaX Comp./Max. Ten. -All forces 250.(lb) or less except when shown. TOP.CHORD 2-3=-569/360 BOTCHORD 2-6=-428/471, 5-6=-429/463 WEBS 3-6=0/259,3-5=-515/481 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0:18; MWFRS (directional) and C-C Exterici -1-4-0 to 1-8-0, Inierim(1) 1-e-0 to 6-6-0, Extedor(2) 6-6-0 to 10-8-14, Intenor(i) 10-8-14 to 11-1-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 271 lb uplift at joint 2 and 196 It, uplift at joint 5. 7) Graphical pudin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 111111111!!! ' c E N SF.1,L%. No 58126 Philip J. O'Regan PE No.58126 Mtfek USA, Inc. R. Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2019 Q WARNING-Vedtydes/Snperamefersand READNOTES ON THOANDWCLUDEDM?EKREFERANCEPAGEMO-74nJre 10ADY1015BEFOREUSE Design valid for use only with Mnek® connectors. This design Is based only upon parameters shown. ontl Is for on Individual building component. not 0 truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and muss systems, seeANSVDRi CupBW Chub. DS849 and BCSI Sulding Comppnmt Safety Infam atbrpvollable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314, MiTeW 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type - Cry Ply HUMPHREV RES. �:: Ti 507763 CA Comer Jack 10 1 Job Reference o tional lopens Lumber co, ram may, FL 8.240 s Jun 8 2019 MITek Industries, Inc. Thu Jul 18 07:44:12 20 3x4 h Scale = 1:6.7 Plate Offsets (X Y)— r2:0-1-14 0-0-21 - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Ven(LL) 0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Ven(CT) 0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n1a n/a BCDL - 10.0 Code FBC2017/TP12014 Matdx-MP Wind(LL) -0.00 5 >999 240 Weight: 5lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHARD 2x4 SP No.2 REACTIONS. (lb/size) 3=-O/Mechanical, 2=157/0-8-0, 4=-12/Mechanical Max Hom 2=68(LC 12) Max Uplift 2=-187(LC 12), 4=-12(LC 1) Max Gray 3=17(LC 12), 2=157(LC 1), 4=39(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directlyapplied or 1-0-0 no purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL--6.Opsf; h=15f ; B=45ft; L=24ft; eave=4fp Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 187 lb uplift at joint 2 and 12 lb uplift at joint 4. ���• Q•2••.�'�C E N SF �.92 �'' No 58126 �Sr�OR��p A1.E���� Philip J. U'Regan PE No.58126 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2019 Q WABNWG-V4Ntydesfgnpanmet...dREAONOMSON MIS AND INCLUOEOMrrEKBEFERANCE PAGE Ml474nnx,.. 10= 15 BEFORE USE Design valid for use only with Mnek® connectors. This design Is based only upon parameters shown, and is for an IndNldual building component, not a truss system. Before use, the buflding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall buildingdesign. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stabllity and to prevent collapse with possible personal hjury and property damage. For general guidance regarding the fabcallon, storage, delivery, erection and bracing of trusses and truss systems. seeANSI/IPII Quality Cr inb, DSB419 and SCSI Building Component Safely li formotbmvallabie from Truss Rate Institute, 218 N. Lee Sheet. Suite 312. Alexbndrlo. VA 22314. M!Tek' 6904 Parke East Blvd. Tampa. FL 33610 Job Truss Truss Type Orly Ply=Referenm T17632902 507763 CAP Comer Jack 2 Iibbens Lumber Go, Falm Bay, FL 8 2019 MiTek Industries, Inc. Thu Jul 18 07:44:13 2019 Page 1 3x4 = LOADING (psf) ICING' 2-0-0 CSI. DEFL. in (lac) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.00 5 >999 360 TCDL 7.0 Lumber DOL 1.25 BC. 0.03 Vert(CT) 0.00 5 >999 240 BCLL 0.0 Rep Stress Iher YES WB 0.00 Horz(CT) 0.00. 4 n/a Na BCDL - 10.0 Code FBC2017rTP12014 Matrix -MP Wind(LL) -0.00 5 >999 240 LUMBER - TOP CHORD 2x4 SP No.2. BOT CHQRD 2x4 SP No.2 REACTIONS. (I c/size) 3=-O/Mechanica1; 2=157/0-8-0, 4=-12/Mechanical Max Horz 2=68(LC 12) Max Uplift 2=-187(LC 12), 4=-12(LC 1) Max Grav 3=17(LC 12), 2=157(LC 1), 4=39(LC 12) FORCES. (Ib) -Max. Comp_/Max. Ten. -All forces 250 (lb) or less except when shown.. Scale = 1:6.7 f PLATES GRIP MT20 244/190 Weight: 5lb FT=20% BRACING• TOP CHORD Structural wood sheathing directly applied or 1-0.0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-sewnd gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=241t; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left elposed;C-C foe members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 187 lb uplift at joint 2 and 121b uplift at joint 4. ,%% ..PIS..IOi��C,,,, N0 58126 Philip J. O'BeganPE No.58126 Mtfek USA, Inc. FL Cart SW 6904 Padre East Blvd. Tampa FL 33610 Date: July 18,2019 A WARNING-V.19y Cesign par OwsanEREAD NOTES ON TNISAND INCLUDED MTTEKREFERANCEPAOEM/N4Ta rev. 10,11320156EFOREUSE Design valid for use only with MgeM connectors. This design Is based only upon parameters shown, and Is for an Individual balding component not a truss system. Before use, the bulltling dougner must verify the applicabll9y, of design parameters and properly Incorporate fills design Into the overall bulldingdoslgn.&acing Indicated is to prevent buckkng of lncMdual truss web and/or chord members only. Additional temporary and permanent bracing WOW Is always required for sfabilty and to prevent collapse wm possible personal h1ury and property damage. For general guidance regard ng the fabricator. storage. calvary. erection and bracing of trusses and truss systems. seeANSVm11 Quality Criteria, D5049 and IICSI Building Component Safety Informotlonovoilobie from Truss Plate Institute, 218 N. Leo Sheet. Suite 312 Alexonddo, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Thus Type Ply - HUMPHREYRES. ' T77632903 507763 CJ3 �Tfuss Comer Jack �Qty 10 1 Job Reference (optional) Tibbetts Lumber Cc, Palm Bay, FL 8.240 s Jun 8 2019 MiTek Industries, Inc. Thu Jul 18 07:44:14 2019 Page 1 ID:sVpYK_OdLHFjjtugpcA50yyrB8-INBprOPdCwDGJgOR401 FV1vno0jgUphfb9lml ywulV 3.0-0 1-0.0 3-0-0 "ZB LOADING (psf) SPACING- 2-0-0 CSL DEFL in (lac) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Ve art -0.00 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 Na n/a BCDL - 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.00 4-7 >999 240 LUMEI TOP CHORD 2x4 SP No.2 BOTCHQRD 2x4SPNo.2 REACTIONS. (lb/size) 3=61/Mechanical,2=197/0-8-0,4=32/Mechanical Max Horz 2=111(LC 12) Max Uplift 3=-48(LC 12), 2= 159(LC 12) Max Grav 3=63(LC 17). 2=197(LC 1), 4=50(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:10.9 PLATES GRIP MT20 244/190 Weight: 12 lb FT=20% BRACING- TOPCHORD Structural wood sheathing directly applied or 3-0-0 cc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.1 B; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 1-8-0, Interior(1) 1-8-0 to 2-11-4 zone; cantilever left and right exposed;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed fora 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 girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to beating plate Capable of withstanding 48 lb uplift at joint 3 and 1591b uplift at joint 2. `,`,\�\p I... �JQ�.• �CENS No 5812ST 00. IT# -*,Ftu4111111N% Philip J. ['Regan PE No.58126 MITek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2019 Q WANNWG-VoffydeslgnparzmeMrsend REAONOWS ON TN/SAND INCLUDED MGEKBEFERANCEPAGEMIF74n.re.. l]V34015BEF0BE USE Design volt[ for use only with Mnek® connectors. ThIs design Is based any upon parameters show6 and Is for on Individual building component, not �� a truss system. Before use, MebulldIng❑esigner must verity the applicability of designparameters and properlylncorporate this design Into Meoveroll - bulltling design.&acing Indicated is to prevent buckling oflndMduolhuss web and/or chord members only. Additional temporary and permanentbrocing pA MjTek- IsalwaysrequiredforstabilityantltopreventcollapsewithpossiblepersonallNuryandpropeMdamage. For general guldance regording the fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANSVlplt GYaMy Cdfedo, PS949 and SCSI Building Component 69N Parke East Blvd. Safely NformalbrWolioble from Russ Plate Institute. 218 N. Lee Sheet Sulte 312. Alexandria. VA 22314. Tampa. FL 33610 Jab Truss Truss Type Ply HUMPHREY RES. T17632904 507763 CJ3A Comer Jack �Qty 1 1 Job Reference (optional) Tibbetts Lumber Co, Palm Bay, FL 2x4 = 3-0-0 8.240 s Jun 8 2019 MiTek Industries, Inc. Thu Jul 18 07:44:14 2019 Pagel ID:sVpYK DdLHFJltugpcA50yyrB8-ItfBprOPdCwDGJgOR401 FV1vgoP7gUphfb91mlywulV Scale=1:10.8 Plate Offsets(X,Y)— f1:0-1-140-0-101 - LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (too) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.02 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.01 3-0 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL - 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 9lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHARD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=109/0-8-0, 2=68/Mechanical, 3=40Mlechanical Max Horz 1=66(LC 12) Max Uplift 1=91(LC 12), 2=-71(LC 12), 3=-49(LC 12) Max Grav 1=109(LC 1), 2=68(LC 1), 3=52(LC 3) FORCES. (Ib) - Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave--4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C=C Extedor(2) zone; cantilever left and right exposed; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 1, 71 Ib uplift at joint 2 and 49 lb uplift at joint 3. No 58126 :9 OF 4Q O R 19. 1ONA11 011, 100 Philip J. O'Regan PE No.58126 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL33610 Date: July 18,2019 Job Truss Truss Type Ply=Reference T77632905 5OT763 CJ3P ComerJack r Tibbetts Lumber Co, Palm Bay, FL 8.240 s Jun 8 2019 MiTek Industries, Inc. Thu Jul 18 07:44:15 2019 Page 1 ID:sVpYK_OdLHFJltugpcA50yyrBB.D3DZOB1 IOW24tTPa_ovGnjZ4%C11 Px3ruFusJTywulU -1-4-0 3.0.0 1-4.0 3.0 0 Scale=1:10.9 3x4 - LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0:19 Vert(CL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber COL 1.25 BC 0.15 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress ]nor YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL - 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 12 It, FT=20% LUMBDR- BRACING - TOP CHORD 2x4 SP N1.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHARD 2x4 SP N1.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=61/Mechanical, 2=197/0-8.0, 4=32/Mechanical Max Horz 2=111(LC 12) Max Uplift 3=-59(LC 12), 2=-215(LC 12), 4= 39(LC 9) Max Grav 3=61(LC 1). 2=197(LC 1), 4=50(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opst h=15ft; B=45ft; L=24ft; eave=oft; Cat II; Exp C; Encl., GCpi=0,18; MWFRS (directional) and C-C Exterior(2) -1-4.0 to 1-8-0, Interior(1) 1-8-0 to 2-11-4 zone; cantilever left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M 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 59 lb uplift at joint 3, 2151b uplift at joint 2 and 39 lb uplift at joint 4. No 58126 /- -••nnnn• Philip J. O'Regan PE No.58126 MITek USA, Inc. R. Cart 6634 6904 Padre East Blvd. Tampa FL 33610 Data. July 18,2019 -A lVARNVG-Vad1ydesr9npareme1ers.rd READ NOTES ON THISANDNCLUDEOMrt KREFERANCEPAGEM67M1 v. idAYLO)SBEFORE USE Design valitl for use oNy wills MRalt®connec�ors. ibis tleygnIs based oNy upon parameters shown, antl 6for an Intltvitluai bull og component. not ��' a truss system. Before use, the bulltling tlesigner must verlry the appllcabYiry of design poramefem and properly Incorporate this design Into Me overall bulld 9deslgn.&acingNtlicatetlkfoprevenibuckMgotlntlNltlualhusswebantl/orchortlmemberspnly.AOtlitlonaltemporarycndpermanenfbracing MiTek' U always reW ad for sfablllry and to prevent collapse wlM Possible personalinlury and properly damage. Far general gultlanw regartling Me fabrleaMon, storage. tlelNery, arectlon and bracing of busses and hues systems seeANSU1P11 Dua10Mryy CdbM, 03M antl BCS1 euldhy Gmponml 6904 Palle East Blvd. Sol, Nlplmatbrswa0oble ham Truss Rofe InSSNte. 21fi N. lee Sheaf, EUMe 312. Alexandria. VA 24314. Tampa, FL 33610 Job Truss Truss Type OtY Ply HUMPHREYRES. T17632906 507763 CJ5 Comer Jack 6 1 Job Reference (optional) uuoerte wmoer Co, raim tray , rL 3x4 = 8.240 s Jun 82019 MiTek Industries, Inc. Thu Jul 18 07:44:15 2019 Pagel I D:SVpYK_OdLHFjjtugpcASOyyrBB.D3DZOB11 O W 24tTPa_ovGnjZOpCiN Px'3mFusJTywulU Scale=1:15.0 Plate Offsets (X Y)-- I2:0-1-14 0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.02 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.05 4-7 >999 240 BCLL 0.0 ' Rep Stress their YES WE 0.00 Horz(CT) -0.00 3 n/a n/a BCDL - 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.06 4-7 >999 240 Weight: 181b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHQRD 2x4.SPNo.2 REACTIONS. (lb/size) 3=113/Mechanioal, 2=264/0-8-0, 4=60/Mechanioal Max Ho¢ 2=156(LC 12) Max Uplift 3=-99(LC 12), 2=-172(LC 12) Max Gray 3=117(LC 17), 2=264(LC 1). 4=87(LC 3) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 ill or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opst h=15ft; B=45ff; L=24ft; eave=off; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-114 zone; cantilever 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) All plates are MT20 plates unless otherwise indicated. 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 99lb uplift at joint 3 and 1721b uplift at joint 2. i No 58126 Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL33610 Date: July 18,2019 ® WARNING- Vedtydeslgp pv .fers.dREAD NO7ESON MX MDWCLUDED MfrEKRFf£RANCEPAGEMIF74TJrev. faN.Y1015BEFOREUSE. • Design valid for use only with Milk®connectors. This design is based only upon parameters shown. and is for an lndNltlual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate thls 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 stabilltyand to prevent collapse with possible personal inlury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses antl truss systems. seeMSVIP11 Quality Criteria, DS349 and SCSI Building Component 69" Parke East Blvd. Safety Infonnationovailobie from Truss Plate Institute, 218 N. We Sheet Suite 312. Mexandrlo, VA 22314. Tampa, FL 33610 Job Truss Truss Type - Oty Ply HUMPHREY RES. T17632907 507763 CJ5A Comer Jack 1 1 Job Reference (optional) Tibbetts Lumber Co. Palm Bay, FL 2x4 = 4.11-10 8.240 s Jun 8 2019 MiTek Industries, Inc. Thu Jul 18 07:44:16 2019 Page 1 ID:sVpYK_QdLHF,jjtugpcA50yyrB8-hGnxEW1f9pBxVtlmWOVKw681c?gBDJ_6vePrwywulT Scale = 1:15.1 Plate Offsets (X Y)-- rl:0-0-2 Edge) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 VerjLL) 0.14 3-6 >433 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.06 3-6 >971 240 BCLL 0.0 ' Rep Stresslncr YES WB 0.00 HOrz(CT) -0.00 2 n/a n/a BCDL - 10.0 Code FBC2017/TP12014 Matnx-MP Weight: 16 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directlyapplied or5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=183/0-8-0, 2=118/Mechanical, 3=65/Mechanical Max Horz 1=110(LC 12) Max Uplift 1=-154(LC 12), 2=-122(LC 12), 3=-79(LC 12) Max Gmv 1=183(LC 1), 2=118(LC 1), 3=89(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ff; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Inter r(1) 3-0-0 to 4-11-4 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 164 lb uplift at joint 1, 122 lb uplift at joint 2 and 79 lb uplift at joint 3. .�`%c E of ��` Q • V\ SIC,'• �/ '�i No 58128 '4lunnn•- Philip J. O'Regan PE No.58126 MITek USA, Inc. A. Cert 6634 6904 Parka East Blvd. Tampa FL33610 Date; July 18,2019 .Q WARNWG-Vertty design paramefersand REAONOTES ON MZANOWCLUOEUMNEKRUERANCEPAGEMbl4"rev. 1MA4201586FOREUSE Design valid for use only with Mnek® connectors. This design Is based only upon parameters shown, and 6 for an InchAdual 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 bulldingdesign.&acingIndicated istoprevent buckling ofIndividual truss web and/or chord members only. Additional temporary and permanent bracing Is alwaysrequired for stability and to prevent collopso with possible personal Injury and property damage. For general guidance regarding the fabilcoron, storage: delivery, erection and bracing of trusses and truss systems, seeANSUIPl1 Quality Criteria, 099-89 and SCSI Buldhp Component Safety 6lformatbrravollable from Truss Plate Institute. 218 N. Lee Sheet Suite 312. A mandrlo. VA 22314. MOW MOW 6904 Parke East BNd. Tampa, FL 33610 Job Truss Truss Type my Ply HUMPHREY RES. T77632908 507763 - CJ5P Comer Jack 1 1 Job Reference (optional) ❑bbetts Lumber Co, Palm Bay, FL 8.240a Jun 82019 MiTek Industries, Inc. Thu Jul 18 07:44:17 2019 Paget ID:sVpYK_OdLHFJltugpcA50yyrBB-9SLIRs2Hw7Jo7mYz6D1dd8eJpOLHtrZ8LZNyNMywuIS -1-4-0 5-0-0 1-4-0 5-0-0 Scale =1.15.0 3x4 = Plate Offsets (X,Y)— [2:0-0-10 Edgel - -- LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.13 4-7 >454 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.05 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hoa(CT) -0,00 3 h/a n1a BCDL - 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 18lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=113/Mechanical, 2=264/0-8-0, 4=60/Mechanical Max Harz 2=156(LC 12) Max Uplift 3=-114(LC 12), 2=-267(LC 12), 4=-71(LC 12) Max Grav 3=113(LC 1), 2=264(LC 1), 4=87(LC 3) FORCES. (go) -Max. Comp./Max. Ten. -All fames 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD Rigid ceiling directlyapplied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C;Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-11-4 zone; cantilever left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114lb uplift at joint 3, 2671to uplift at joint 2 and 71 lb uplift at joint 4. 1'r It C E N,9 *- I' No 58126 9 F if "OS,o1N Apt % Philip J. O'ReiPE Ni Mifek USA, Inc. FL Dert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2019 -A WASNyG-Velilydeslgnparametersend NEADNOTES ON 7N/SANDNCLUDEDMREKNEFENANCEPAGEMIP74nmre fa,DY1015aEFORE USE Design valid for use only with Mlrea connectors. lhls design is based only upon parameters shown, and Is for an IndNldual building component, not a hurt system. Before use, the building designer must verily the applicability of design parameters and property Incorporate this design into Me averall bulldIngdeslgn. Bracing Indicated is to prevent buckling of Individual inst web and/or chord members only. Additional temporary and permanentbrocing M[T®k* is always required for stability and to prevent collapse with posible personol injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUfPl1 CaolBy Creech. DSB-69 and SCSI SuldIng Component 6904 Perlis East Blvd. Saby Inlomta8ornvallabletrem iiuss Plate InseMe, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Jab Truss Truss Type Ply HUMPHREY RES. 7632 T7909 507763 EJ5 Jack -Open �Qty 2 1 Job Reference (optional rebels, Lumber Go, Palm Bay, FL 8.240 s Jun 8 2019 MiTek Industries, Inc. Thu Jul 18 07:44:17 2019 Page 1 ID:sVpYK_OdLHF jjtugpcA50yyrB8-9S W Rs2Hw7Jo7mYz6DAdBeMJOOnrZBLZNyNMyw u]S -1.4.0 5.0-0 1.4.0 5-0-0 ' scale =1:15.0 3x4 = Plate Offsets (X,Y)-- f2:0-1-14 0-0-21 LOADING (PSO SPACING- 2-M CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.02 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Ven(CT) -0.05 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 file n/a BCDL . 10.0 Code FBC2017/rP12014 Matrix -MP Wind(LL) 0.06 4-7 >999 240 Weight:.18 He FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTLONS. (lb/size) 3=113/Mechanical, 2=26410.8-0, 4=60/Mechanical Max Horz 2=156(LC 12) Max Uplift 3=-99(LC 12), 2=-172(LC 12) Max Gray 3=117(LC 17). 2=264(LC 1), 4=87(LC 3) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ile) or less except when shown. BRACING - TOP CHORD .Structural wood sheathing directly applied or5-0.0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to1-8-0, Interior(1) 1-8-0 to 4-11-4 zone; cantilever left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise Indicated. 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 He uplift at joint 3 and 172 Ito uplift at joint 2. `IIIIII111111/I�� %p� �P J. 0% � V� G E N SF�9�' •'�� No 58126 Philip J. O'Regan PE No.58126 MITek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa R.33610 Date: July 18,2019 .Q WARMNQ- Vadfydesfgnperemefenend READNOTES ON MSANDWCLUDEDMDEKREFERANCEPAGEM74".r . 104312015BEFORE USE Dedgn valid for use orlywlth Mpek9connectors. This design a bated only upon perometers shown and is for an Inc Mdual building component, not a truss system. Before use, the building designer must verity the opplicablllty, of design parameters and properly Incorporate this design Into the overall ' buildingdesign.BracingIndicatedIstopreventbnoklingofhdtvldualtussweband/or chord members arry.Addihonaltemporcryondpemwnentbracing 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 eustes and tnassystem4 seeANS91P11 Quallllyy Cdhlb, DSa49 and SCSI Sulding Compononl Safety teformaNanovoYoble from Truss Rote Institute. 218 N. Lee Street State 312. Alexandra VA 22314, ��- MiTek' 6904 Parke East Bind. Tampa. FL 33610 Job Truss Truss Type Ply HUMPHREYRES. T17632911 507763 EJ7A Jack -Open �Qty 1 1 Job Reference (optional) Tibbetts Lumber Co, Palm Bay, FL 3x4 = 7-0.0 7-M 8.240 s Jun 8 2019 MiTek Industries, Inc. Thu Jul 18 07:44:19 2019 Page 1 I D:sVpYK_ODLHFjjtugpcA50yyrB8.SgS4sY4YSkZW M41MDe_CyZkbZp7NL12Opts3SFywulO Scale-1:111a Plate Offsets (X,Y)-- rl:0-1-14 Ednei LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udeff Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.11 3-6 >768 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.23 3-6 >357 240 BCLL 0.0 Rep Stress Incr YES VIB 0.00 HOR(CT) -0.00 2 n/a rda BCDL - 10.0 Code FBC2017/TP12014 Matrix -MS Wind(L-) 0.19 3-0 >435 240 Weight:. 22 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4SP No.2 REACTIONS. (lb/size) 1=257/0-8-0, 2=167/Mechanical, 3=90/Mechanical Max Harz 1=155(LC 12) Max Uplift 1=-82(LC 12), 2— 152(LC 12) Max Grav 1=257(LC 1), 2=171(1-C 17), 3=126(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All farces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pundits. BOT CHORD Rigid ceiling directly applied or 10-0-0 as bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This Imes 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-" 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 821b uplift at joint 1 and 152 Ib uplift at joint 2. �J.I O RFG���i �CENS No 58126 Philip J. O'Regan PE No.58126 MiTek USA Inc. R. Cert 66M 6904 Parke East Blvd. Tampa FL33610 Date: July 18,2019 .Q WARNING -Verily ✓ealgnP mmeteman✓REAONOTES ON TNISAND INCLUDED MDEKREFERANCEPAGEMp74nmx. 10413¢015BEFORE USE Deslgn vclld for use only with Mgeld9 connectors. Tiss design Is based only upon parametersshown, and Is for on Individual building component, not ��• a truss system. Before use, the balding designer must verify the oppllccblltiy of design parameters and properly Incorporate this design Into Me overall bulldingdeslgn. Bracing Indicated is to prevent buckling of individual truss web and/or Chord members only. Additlonal temporary and permanent bracing �1 MfTek' Is always requked for stoblity and to prevent Collapse with possible personal Mlury and property damage. For general guklance regarding Me fabilcolon, storage: delivery. erection and brocing of trusses and truss systems, seeANSU1P11 Quality Cnfeda, DSB49 and SCSI Su18ba Component 69M Pales East BNC. Safety Mfomraflonavoiloble from Truss Rate Institute. 218 N. Lee Street, SWte312, Alexandria. VA 22314. Tampa, FL 33610 Jo-b . Truss Truss Type Oty Ply HUMPHREY RES. T77632912 507763 EVP Jack -Open 1 1 Job Reference a tional Tibbetts Lumber Co, Palm Bay, FL I 8.240 a Jun 8 2019 MiTek Industries, Inc. Thu Jul 16 07:44:19 2019 Page 1 ID:sVpYK_OdLHFJltugpcA50yyrB8-5gS4sY4YSkZ W M4iMDe_CyZkdlpzCLkKOpts3SFywul( 4x4 = 4 3x4 = LOADING (psf) SPACING• 2-0-0 CSI. DEFL, in (lac) Vdefl L/d TOLL 2% Plate Grip DOL 1.25 TO 0.75 V. it 0.30 5-8 >280 240 TOOL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.16 5-8 >535 240 BOLL 0.0 Rep Stress Incr YES WB 0.11 HOrz(CT) -0.00 4 Na Na BCDL - 10.0 Code FBC2017/rP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (III/size) 1=257/0-8-0, 3=41/Mechanical, 4=215/Mechanical Max Ho¢ 1=155(LC 12) Max Uplift 1=-216(LC 12), 3=-38(LC 12), 4=-244(LC 12) Max Gray 1=257(LC 1), 3=54(LC 17), 4=215(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2661304 BOTCHORD 1-5=-517/239 WEBS 2-5=-289/626 Scale=1:20.3 PLATES GRIP MT20 244/190 -Weight: 26 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 4-11-6 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=6.Opsf; h=15ft; B=45ft; L=24f ; eave=4N; 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 6-11-4 zone; cantilever left and right exposed; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2161b uplift at joint 1, 38lb uplift at joint 3 and 244 Ib uplift at joint 4. 41 NV\p No 58126 Philip J. O'Regan PE ND.58126 Mink USA, Inc. R. Cart 6634 6904 Parke East Blvd. Tampa R.33610 Date: July 18,2019 O WARNING- Verfry design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MX74M rev. 1111132015 BEFORE USE Design void for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for on Individual building component not ��- a truss system. Before use, the bulltling designer must verify the applicability of desgn parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to buckling Individual M1um web choral members only,. Additional temporary and permanent bracing MiTek' prevent of and/or Is always required for stobtry 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 buss systems, seeANSVrPll duality CrNrrM. DSM9 and SCSI Binding Component 6904 Parke East Bind. aabM InformatbrWplloble ham Truss RWe InstMe. 218 N. Lee Steel, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply HUMPHREY RES. 77632913 T 507763 HJ5 Diagonal Hip Girder 2 1 Job Reference (optional) tlooens Lumoer up, Pelm bay, rL 8.240 s Jun 82019 MiTek Industries, Inc. Thu Jul 18 07:44:20 2019 Pagel ID:sVpYK_OdLHFJltugpcA50yyrBB-a10S3u4AD2hN_EHYnLVRUmGg2DMw4ClalXcd hywulP -0-10-10 3.9.9 7-0.2 1-10-10 3.9.9 3.2-8 3x4 = LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (too) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.10 4-7 >875 360 TCDL 7.0 LumberDOL 1.25 BC 0.55 Vert(CT) -0.21 4-7 >395 240 BCLL 0.0 • Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) -0.14 4-7 >603 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (Ib/size) 3=149/Mechanical, 2=284/0-10-15, 4=71VMechanical • Max Horz 2=155(LC 8) Max Uplift 3=-113(LC 8), 2=-156(LC 8) Max Gmv 3=153(LC 28), 2=332(LC 28), 4=124(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:17.1 PLATES GRIP MT20 244/190 Weight: 241b FT=20% Structural wood sheathing directly applied or 6-0-0 oc pudins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint 3 and 156 lb uplift at joint 2. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 99111 down and 59 lb up at 1-4-15, 99 lb down and 59 lb up at 1-4-15, and 101 Ib down and 65 lb up at 4-2-15, and 101 It, down and 65 lb up at 4-2-15 on top chord, and 431b down and 14 Ib up at 1-4-15, 43 Ito down and 14 Ib up at 1-4-15, and 17 Ib down at 4-2-15, and 17 It, down at 4-2-15 on bottom chord. The desigNselection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ' LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1,25, Plate Increase=1.25 Uniform Loads (pill Vert: 1-3=-54, 4-5=.20 Concentrated Loads (lb) Vert: 8=117(F=58, 8=58)9— 0(F=-0, B=-O) 11=-12(F=-6,B=-6) CENSF 9,L No 58126 411 OF ORI Philip J. O'Regan PE No.58126 MITek USA, Inc. R. Cart 6634 6904 Parke East Blvd. Tampa R.33610 Bate. July 18,2019 'Q WARNING -yerilydeslgn Parametersand HEADNOTES ON T1l/SANDIN6LUDEDNNEKHEFEBANCEPAGEMIF74mmv. lolipto tseEFGBEUSE Design valid for use only with Meek® connectors. Thils design Is based any upon parameters shown, and Is for an Individual bulltling 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 bucking of Individual buz web and/or chord members only. Additional temporcry and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury antl property damage. For general guidance regarding Me fabdcanon, storage, delivery, erection and bracing of trusses and truss systems seeANSUIPII CualBy Criteria,b311-89 and SCSI auldktp Component Safely infomsatbrgvollable hom Truss Rate Institute. 218 N. Lee street Suite 312 Alexandria. VA 22314. 69M PNke Easl ill Tamp., FL 33610 Job Truss Thus Type I Oty Ply HUMPHREYRES. T17632914 507763 HJ7 Diagonal Hip Girder 3 1 Job Reference (optional) Tibbetts Lumber Co, Palm Bay, FL 8.240 s Jun 82019 MiTek Industries, Inc. Thu Jul 18 07:44:21 2019 Pagel ID:sVpYK_OOLHFjjtugpcA50yyrB8-2DagHESo MpEhOskL2Og1y2cdjApbliGBLAW7ywu10 -1-10-10 5-2-9 9.10.1 140.10 5-2-9 4-7-8 Scale=1:22.1 2x4 = ur rr 5 2x4 = 3x4 = 5-2-9 9.10-1 5.2-9 4-7-8 Plate Offsets (X,Y)-- [2:Edge 0-0-6] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.03 6-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.08 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(CT) 0.01 5 n/a r1/a BCDL - 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) -0.05 7-10 >999 240 Weight: 41 lb FT=20% LUMBOR- BRACING - TOP CHORD 2x4 SP No-2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 4=127/Mechanical, 2=418/0-10-15, 5=312/Mechanical Max Hom 2=200(LC 8) Max Uplift 4=-118(LC 8). 2=-196(LC 8), 5=69(LC 8) Max Gray 4=127(LC 1), 2=466(LC 28), 5=326(LC 28) FORCES. (Ib) -Max. CompJMax. Ten. -All farces 250,(Ib) or less except when shown. TOP CHORD 23=-866/185 BOT CHORD 2-7=-265/794, 6-7=-265/794 WEBS 3-7=0/285,3-6=-845/282 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15R; B=45ft; L=2411; eave=4h; Cat. II; ExiB C; Encl., GCpi=0.18; MWFRS (directional); cantilever 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 nonconcunent 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 118 lb uplift at joint 4, 196 lb uplift at joint 2 and 69 lb uplift "at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 99 lb down and 59111 up at 1-4-15, 99 Ib down and 59 Ib up at 1-4-15, 101 lb down and 65 lb up at 4-2-15, 101 lb down and 66 Ib up at 4-2-15, and 130 Ito down and 124 It, up at 7-0-14, and 130 It, down and 124 Ib up at 7-0-14 on top chord, and 43lb down and 14 Ib up at 1-4-15, 43 lb down and 141b up at 1-4-15, 171b down at 4-2-15, 17 Ib down at 4-2-15, and 36 Ib down at 7-0-14, and 36lb down at 7-0-14 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-4=-54, 5-8=-20 Concentrated Loads (Ib) Vert: 11=117(F=58, B=58) 12=-0(F=-D, B— O) 13= 74(F=37, B=-37) 15— 12(F= 6, B=6) 16=-63(F=-32, B=-32) J. O �.�Q�.• �CENS .9,L!� No 58126 Phlllp J. O'Regan PE No.56126 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2019 -Q WARNING -VedrydesiSnparemetnsand READ NOTES ON TNISANDMCLUDWMREKREFERANCEPAGEMX74Ma l.. 1nV0120150EFOREUSE Design valid for use only with M9el4a connectors. This design Is based only upon parameters shown, and Is for on Indlvloual building component, not a truss system. Before use, the building designer must verity the appllcoblliN of design parameters and properly Incorporate this design Into Me overall building design. Bracing lndcaled is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse WIM possible personal lnlury and property damage. For general guidance regarding the fabrication storage, delivery, erection and bracing of cusses antl tress systems seeANSVIPII Quo" ryCNNo, DSB419 and BC61 Mdding Component Safety Inform rtlanc vollabie from Truss Plate Institute. 218 N. Lee Street Suite 312. Mexanorio, VA 22314. MiTek' 69N Palle East BNd. Tampa, FL 33610 Job Truss Truss Type Oty Ply HUMPHREYRES. T77632916 507763 MV2 Valley 2 1 Job Reference (optional) 10DenS Lumber lu0, Palm bay, I-L 2x4 G 8.240 s Jun 8 2019 MiTek Industries, Inc. Thu Jul 18 07:44:23 2019 Page 1 ID:sVpYK_ODLHFJjlugpcA50yyrB8_deiw72VYJxriO75T286Pu000W7GZ2OjVgHbOywulM 4x5 = 5.00 12 2 Scale = 1:6.9 Plate OBsets(XY)-- [2:0-1-120-0-121 [2:Edge0-1.12] [3:0-1-120-0-01 LOADING (pst) .SPACING- 2-0-0 CSI. DEFL. in (roc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n1a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) Na - rda 999 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(CT) 0.00 rda ni BCDL - 10.0 Code FBC2017/TP12014 Matriz-P Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOTCHORD REACTIONS. lb/size) 1=41/1-11-6, 3=41/1-11-6 Max Horz 1=25(LC 12) Max Uplift 1= 13(LC 12), 3=-24(LC 12) .Max Grav 1=41(LC 1), 3=42(LC 17) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 2-0-0 cc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=6.Opsh h=15ft; 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 night exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 1 and 24 Ib uplift at joint 3. `IIIIII11111/1j'I % P J. O. No 58126 Philip J. O'Regan PE No.58126 MRek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa H. 33610 Date: July 18,2019 'Q WARNING-Vdfydeslee PeremefersenCNERD NOTES ON TNISAND INCLUDED MmEKREFERANCEPAGENO-T4Mrex 70=0156EFORE USE Design valid for use only with MRek® connectors. This design Is based only upon parameters shown, and a for an Individual building component, not a truss system. Before use, the building designer mustverlty the applicability of design parameters and properly incorporate this design Into me overall - building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stabOBy, and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fab0cotlon, storage: delivery, erection and bracing of trusses and truss systems seeANSVIPII Quality CMaly, DSB-99 and SCSI 1luldhp Component 9al�ry InfomsatbmvoYoble ham Truss Plate InstrMe. 218 N. Lee Street. Suite 312. Alexandria, VA22314. ��- MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Ply HUMPHREY RES. T77632917 507763 MV4 Valley �Oty 2 1 Job Reference o tional I IDDettS Lumber co, Yaurnbay, FL 8.240 s Jun 82019 MiTek Industries, Inc. Thu Jul 18 07:44:24 2019 Paget ID:sVpYK_OdLHFJltugpcA5OyyrB8-SoGyvF7gGHBoSrbJOBZNfcRbLg4?OHAy9ag7SywulL 2x4 -- 2x4 11 LOADING (psf) SPACING- 2-M CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 TCDL 7.0 Lumber DOL 1.25 BC 0.11 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER- TOPCHORD 2x4 SP.N0.2 BOT CHORD 2x4 SP No.2 WEBS - 2x4 SP No.2 REACTIONS. (lb/size) 1=115/3-11 E, 3=115/3-11-6 Max Ho¢ 1=70(LC 12) Max Uplift 1=-37(LC 12), 3=-66(LC 12) Max Gray 1=115(LC 1), 3=117(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:11.1 DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) n1a - n/a 999 MT20 244/190 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 n/a n/a Weight: 131b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF BCDL=6.Opsf; h=15ft; 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 ;C-C for members and tomes & MWFRS.for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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 20.0ps1 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 healing plate capable of withstanding 371b uplift at joint 1 and 661b uplift at joint 3. ,`"11111111//Z�, %% �P J. O RR psi oEN 1, No 58126 OF It Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa R.33610 Date: July 18,2019 O WARNING-VeHI7dea9nA mmereaand BEAD NOTES ON THIS AND INCLUDEDMREKREFEHANCE PAGE 1067473me faIXIO015BEFOHE USE Deslgn valltl for use only with MRek®connecton.7t56 tlaslgn Is based oNy upon parameters shown, antl a for an Intlivitlual bWtling component not a kuss Nstem. Before use, the building tledgner must verlry the appllcabllity of design parameters and prope'y Incorporote this tleslgn Into the overall • bullchgdeslgn. BradngIndicatetlistopreventbuCNingoflntlNWualfiusswebantl/archommembersonly. Adtllllonaltemporaryandpermanenibracing MiTek' Is always requeed for stability and to preventeollapse with possible personal injury antl propeM damage. For general gWdanca regarding Me fobticotlon, storage, delberr erection antl bracing oHruM and huss systems seeµ5U1P11 Quall�y CM. DSII-09 antl 5C513 It Cpmpanml a904 Parke East BNtl. Be. 1nf...ftomvoiloble horn Tnus Rate InsetWe. 2IS N. Lee Street Sun. 312 Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply HUMPHREY RES. T77632918 507763 MV6 Valley 2 1 Job Reference (optional) Tibbetts Lumber Co, Palm Bay, FL 8.240 s Jun 82019 MiTek Industries, Inc. Thu Jul 18 07:44:24 2019 Pagel • ID:sVpYK_OdLHFjjlugpcA50yyrB8.SoGyvF7gGHBoSrbJOBZNfcRUOgnL70HAy9ag7SywuIL 6-0-0 6-0.0 2.4 II 2x4 L 2x4 II LOADING (psi) SPACING- 2-0-0 CSI. OEFL, in (loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Ven(LL) Na - Na 999 TCDL 7,0 Lumber DOL 1.25 BC 0.33 Vert(CT) Na - Na 999 BCLL 0.0 ' Rep Stress ]nor YES WB 0.00 HOrz(CT) 0.00 Na Na BCDL i0.0 Code FBC2017/TPI2014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD REACTIQNS. (lb/size) 1=189/5-11-6, 3=169/5-11-6 Max Hoa 1=115(LC 12) Max Uplift 1=-61(LC 12), 3=-109(LC 12) Max Grav 1=18g(LC 1), 3=192(LC 17) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 149/288 Scale: 3/4'=1' PLATES GRIP MT20 244/190 Weight: 201b FIT =20% Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=6.Opst h=1511; 3=45ft; L=24ft; eave=4ft; Cat. II; E1p C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 5-10-4 zone; cantilever left and fight exposed ;C-C for members and fames $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10,0 pat bottom chord live load nonconcunent 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-M 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 61 lb uplift at joint 1 and 109 lb uplift at joint 3. `,,`` `pi► J.1J��,, b 0 No 58126 Philip J. O'Regan PE No.58126 Mtrek USA, Inc. FL Cart 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: July 18,2019 ,&WARNING -Verity design pnmmerero antl READ NOTES ON MMANDINCLUDEDMDEKFEFENANCEPAGEM674TJree fasA2201SDEFONE USE Design volltl for use only with Mnek® connectors. this design Is based only upon parameters shown, and a for on IntlMdual 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. Brocing Indicated a to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stablllty and to prevent collapse with passible personal Injury and property damage, For general guidance regarding the fobrlcotlon. storage.delivery, erection and brochg of trusses and truss systems. seeANSt71Pll Quality Cdbdo. DSB49 and SCSI Balding Component Safety Informatbrgvoilable from Truss Rate Institute, 218 N. Lee street. Suite 312 Nexandric. VA 22314. MOW MOW 69M Parke East Bind. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 14- 374 Center plate on joint unless x y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates To both sides of truss and fully embed teeth. O'1T71ar LTq' I For;4 x 2 orientation, locate plates 0-1/0 from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension Is the plate 4 x 4 width measured perpendicular to slots. Second dimension Is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by Text in the bracing section of the output, Use T or I bracing If Indicated. Indicates location where bearings (supports) occur, Icons vary but reaction section Indicates joint number where bearings occur. Min size shown Is for crushing only. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System I 6-4-8 I dimensions shown Inftsixteenths t scale) IIII (Drawings not to scale) 0 c O U U a O r- JOINTS ARE GENERALLY NUMBEREDAETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSAETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311,ESR-1352,ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MITek® All Rights Reserved MITek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing. Is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 4. Provide copies of this truss design to the buliding designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. B. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and Is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or puriins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less. If no ceiling Is Installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cutor alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture In accordance with ANSI/TPI 1 Quality Criteria.