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HomeMy WebLinkAboutTruss1 I 1 1 1 - INSTALLING TRUSSES. REFER TO FINAL ENIGINEE Hatch -• •SHEETS FOR THE FOLLOWING. 1 1�. • WARNING 6 - .� �.......� Opp \ I11 l 4wr1w \ �....... Notification By Custcrner=ld 11 Blom I NO EXCEP17ONZ IN MIME Mill EN 1111 1 �1�! TRUSS CONNECTION �I� III �!Ell 11101111 NONE M Ell TRUSS END DETAIL BROWN MINIM!, 01110 MUMS CUT O�G 1 1�11�1®NONE 1 1� ■I NfA Lumber de's(gnlvalues are in accordance with ANSI/fPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek' RE: 2069267-PSLP-6004 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. T m Customer Info: PORT SAINT LUCIE PROPERTIES Project Name: PEPITONE Ivlaogeal:FL33610-4115 . Lot/Block: . Subdivision: . Address: 6004 HICKORY DRIVE,. City: PORT SAINT LUCIE State: FL 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:161 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 74 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. No. Seal# Truss Name Date No. Seal# Truss Name 1 T18422145 Al 10/21/19 23 T18422167 CJ1 2 T18422146 A2 10/21/19 24 T18422168 CJ2 3 T18422147 A3 10/21/19 25 T18422169 CJ3 4 T18422148 A4 10/21/19 26 T18422170 CJ5 5 T18422149 A5 10/21/19 27 T18422171 D7 6 T18422150 A6 10/21/19 28 T18422172 D2 7 T18422151 A7 10/21/19 29 T18422173 D3 8 T18422152 A8 10/21/19 30 T18422174 D4 9 T18422163 A9 10/21/19 31 T18422175 D5 10 T18422154 A10 10/21/19 32 T18422176 EJ2 11 T18422155 All 10/21/19 33 T18422177 EJ3 12 T18422156 B1 10/21/19 34 T18422178 EJ4 13 T18422157 B2 10/21/19 35 T18422179 EJ5 14 T18422158 B3 10/21/19 36 T18422180 EJ6 15. T18422159 B4 10/21/19 37 T18422181 EJ7 16 T18422160 B5 10/21/19 38 T18422182 EJ31 17 T18422161 B6 10/21/19 39 T18422183 EJ33 18 T18422162 B7 10/21/19 40 T18422184 EJ41 19 T18422163 C1 10/21/19 41 T18422185 EJ52 20 T18422164 C2 10/21/19 42 T18422186 EJ53 21 T18422165 C3 10/21/19 43 T18422187 EJ61 22 T18422166 C4 10/21/19 44 T18422188 EJ62 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Velez, Joaquin 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 ANSI/TPI 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, the building designer should verity applicability of design parameters and properly incorporate these designs into the overall building design per ANSl1TPI 1, Chapter 2. Date C®PY ON 82 TE OF :�4/ . Al���,`� USA, Ina FL C4rt 6634 garb East Blvd Tampa FL 33610 October 21,2019 Velez, Joaquin 1 of 2 RE: 2069267-PSLP-6004 - Site Information: Customer Info: PORT SAINT LUCIE PROPERTIES Project Name: PEPITONE Model: . Lot/Block: . Subdivision: . Address: 6004 HICKORY DRIVE,. City: PORT SAINT LUCIE State: FL No. Seal# 45 T1842: 46 T1842: 47 T1842: 48 T1842: 49 T1842: 50 T1842: 51 T1842: 52 T1842: 53 T1842: 54 T1842: 55 T1842: 56 T18421 57 T1842: 58 T1842: 59 T1842: 60 T1842: 61 T1842: 62 T1842: 63 T1842; 64 T1842; 65 T1842: 66 T1842: 67 T1842; 68 T1842: 69 T1842: 70 T1842: 71 T1842: 72 T1842: 73 T1842: 74 T1842: Truss Name Date 2of2 Job Truss Truss Type Oty Ply T18422145 2069267-PSLP-6004 Al Common 4 1 Job Reference (optional) Builders First Source, Plant City, FL-32566. 8.240 a Jul 14 2019 MiTek Industries. Inc. Sat Oct 19 09:32:21 2019 Sx6 = Scale = 1:46.7 3x6 = 3x4 = 3x4 = ST1.5x8 STP= ST1.5x8 STP = 5x8 — 4x6 = 6-11-0 I 13-3.8 19-8-0 265.0 6-11-0 G4-8 8-4-8 fi-9.0 Plate Offsets (XY)-- 11:0-0-4 Edge] T9:0-4-00-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.62 Vert(LL) -0.12 9 >999 360 MT20 '2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.25 9-10 >999 240 BCLL 0.0 ' Rep Stress ]nor NO WB 0.98 Hom(CT) 0.12 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.22 9 >999 240 Weight: 1341b FT=20% LUMBER - TOP CHORD 2x4 SP M 31 ROT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=1776/0-7-10, 7=1783/0-5-10 Max Ho¢ 1— 162(LC 10) Max Uplift 1=-671(LC 12), 7=-672(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied or3-8-8 be puffins. BOT CHORD Rigid ceiling directly applied or 3.10-2 oc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3392/2626, 2-3=-3273/2564, 3-4= 2815/2205, 4-5=-2818/2208, 5-6=-3254/2551, 6-7=-3365/2606 BOT CHORD 1-10=-2189/2939, 9-10=-1952/2841, 8-9= 1954/2836, 7-8=-2156/2902 WEBS 4-9=-1147/1271, 5-9=-791/858, 6-8=-31/273, 3-9=-798/865,2-10=-59/296 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=161 mph (3-second gust) Vasd=125mph; TCDL=4.2psf;.BCDL=5.Opst h=15h; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) 0-3-13 to 6-0-13, Intedor(1) 6-3-13 to 13-3-8. Extedor(2) 13-3-8 to 19-3-8. Intedor(1) 19-3-8 to 26-2-3 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 3) This truss has been designed for a 10.0 psf bottom chard 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 3-0-0 tall by 2-" 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 671 lb uplift at joint 1 and 672 lb uplift at joint 7. 6) Load case(s) 1, 2, 3, 4, 5, 6, 7, 6, 9, 10, 11, 12, 13, 14, 15, 16. 17,18. 19, 20. 21, 22. 23, 24, 25. 26 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 500 It, down and 526 Ib up at 10-7-8, and 500 Ib down and 526 to up at 1 B-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASES) 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 (pig Vert: 1-13=-54, 4-13=-174(F— 120), 4-14=174(F=-120), 7-14=-54, 1-7=-20 Concentrated Loads (lb) Vert: 13=-500(F) 14=-500(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 Q WARNING- Vedlydesignporemeteroand READNOTES ON THISAND INCLUDED MREKREFERANCEPAGEM67473 rev. I&V32015BEFOREUSE Design valid for use only wch Mnek® connectors. This design Is based only upon parameters shown and b for an Individual building component, not a truss system. Before use, the building designer must verify me applicability of design parameters and properly Incorporate this design Into me overall building design. Bracing Indicated is to prevent buckling of hdMdual tnas web and/or chord members only. Addiifonal temporary and permanent bracing Welk' B always required for stability and to prevent collapse Win possible personal Injury and property damage. For general guidance regarding me fabAca ion, storage, delivery, erection and bracing of trusses and truss systems seeANSVrPl1 Quomf CMMa. DSO-99 end OCM Building Component 69M Perks East Blvd. Safety trfoenationavollable ham Truss Plate Institute. 218 N. We Street Strife 312. Alexontldo. VA 22314, Tampa, FL 33610 Job Tnus Truss Type Oty Ply T78422145 2D69267-PSLP-6004 Al Common 4 1 Job Reference (optional) guilders First Source, Plant City, FL- 32566. 8.240 s Jul 14 2019 MiTek Industries, Inc. Sal Oct 19 09:32:21 2019 Page 2 ID:IHNemeXlgc7kGE21ZNASlyjhkw-gKsP4pC2iDENU3jh849XkkH3B2fmfa_02wn9HyRuM8 LOAD CASE(S) Standard 2) Dead +0.75 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-13=-44,4-13=-156(F— 112), 4-14=-156(F=-112). 7.14=44, 1-7=-20 Concentrated Loads (lb) Vert: 13=-432(F) 14=-432(F) 3) Dead+ Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-13=-14, 4-13=-118(F=-104),4-14=-118(F=-104),7-14=-14, 1-7=-40 Concentrated Loads (lb) Vert: 13=-365(F) 14=,365(F) 4) Dead +0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pll) Vert: 1-11=88,11.13=60,4-13=63(F=3),4-14=91(F=3),14-15=88,7-15=60,1.7=-10 Hors 1-11=-96,4-11=-68,4-15=96,7-15=68 Concentrated Loads (Ib) Vert: 13=526(F) 14=526(F) 5) Dead +0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-12=60,12-13=88,4-13=91(F=3),4-14=63(F=3),14-16=60,7-1fi=88,1-7=-10 Harz: 1-12=-68, 4-12=-96, 4-16=68, 7-16=96 Concentrated Loads (lb) Vert: 13=526(F) 14=526(F) 6) Dead +0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plQ Vert: 1-13=-47, 4-13=-162(F=-115), 4-14=-162(F=115), 7-14=47, 1-7=-20 Harz: 1-4=33, 4-7=-33 Concentrated Loads (Ib) Vert: 13=-456(F) 14=-456(F) 7) Dead +0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-13=47, 4-13=-162(F=-115),4-14=-162(F=-115),7-14=-47, 1-7=-20 Ho¢: 14=33, 4-7=-33 Concentrated Loads (lb) Vert: 13=-456(F) 14=456(F) 8) Dead+0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=11, 4-13=-28(F=-39), 4-14=4(F— 39), 7-14=35, 1-7=-10 Harz: 1-4=-19, 4-7=44 Concentrated Loads (lb) Vert: 13=171(F) 14=171(F) 9) Dead +0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plQ Vert: 1-13=35, 4-13=4(F=-39), 4-14=-28(F=-39), 7-14=11,1-7=-10 Ham: 1-4=44, 4-7=19 Concentrated Loads (lb) Vert: 13=171(F) 14=171(F) 10) Dead .+0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-20, 4-13=-117(F=-98), 4-14= 93(F— 98), 7-14=5, 1-7=-20 Harz: 14=6, 4-7=19 Concentrated Loads (lb) Vert: 13— 315(F) 14=-315(F) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pill Vert: 1-13=5, 4-13=-93(F=-98), 4-14=-117(F=-98), 7-14=-20, 1-7=-20 Harz: 14=-19, 4-7=-6 Concentrated Loads (lb) Vert: 13=315(F) 14=-315(F) 12) Dead +0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plQ Vert: 1-13=52, 4-13=27(F=-26), 4-14=4(F=26), 7-14=30, 1-7=-10 Harz: 14=-61, 4-7=38 Concentrated Loads (Ib) Vert: 13=286(F) 14=286(F) 13) Dead +0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-13=30, 4-13=4(F=-26), 4-14=27(F=-26), 7-14=52, 1-7=-10 Harz: 14=-38, 4-7=61 Concentrated Loads (Ib) Vert: 13=286(F) 14=286(F) 14) Dead +0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-13=52, 4-13=27(F=-26), 4-14=4(F=-26), 7.14=30, 1-7— 10 Harz: 14=-61, 4-7=38 Concentrated Loads (Ib) Vert: 13=286(F) 14=286(F) Q WARN&G-VeldyaeelgnpemmefenenEREADNOTES ON MSANDWCLUDEDUR KREFERANCEPAGEWF74Mrev. 10,113eVISBEFORE USE Design volld for use only wlm Mfrek® connectors. This design Is based only upon parameters shown, and Is for an Individual bustling component, not a truss system. Before use. the building designer must veNy the applicability of design parameters antl property Incorporate this design Into the overall building design. Srochg Indicated is to prevent buckling of Individual toss web and/or chord members only. Additional temporary and permanent broong MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrtcalton, storage, delivery. erection and bracing of muses and truss systems. seeANSVTP11 Dual Ciliate.DSS-09 and SCSI Building Comparum Tampa. R. 33610 SafNy Inm fomlbnovasable from Truss Rate Institute, 218 N. Lee Street. Suite 312, Alexantltla. VA 22314. Job Truss; Truss Type Oty Ply T18422145 2069287-PSLP-6004 Al Common 4 1 �J.Risf.rnamce(oplionaltb Builders First Source, Plant City, FL- 32566, 8.240 a Jul 14 2019 MITek Industnes, Inc. Sat Oct 19 09:32:21 2019 Page 3 ID:IHNesmeKlgc7kGE2fZNASIAhkw-gKSP4pC2iDENU3ih849)(kkH3B2fmfa_O2wn9HyRUMB LOAD CASE(S) Standard 15) Dead +0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=30,4-13=4(F= 26),4-14=27(F=-26), 7-14=52,1-7=-10 Hom: 1-4=28, 4-7=61 Concentrated Loads (lb) Vert: 13=286(F) 14=286(F) 16) Dead +0.6 MWFRS Wind (Neg. Internal) tat Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=22, 4-13=-76(F= 98), 4-14=-98(F=-98), 7-14=-1, 1-7=-20 Horz: 1-4=-36, 4-7=13 Concentrated Loads (Ib) Vert: 13=-315(F) 14=-315(F) 17) Dead +0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-13=-1, 4-13=-98(F=-98), 4-14=-76(F=-98), 7-14=22, 1-7=20 Horz: 1-4=-13, 4-7=36 Concentrated Loads (lb) Vert: 13=-315(F) 14=-315(F) 18) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit metal=0.90 Uniform Loads (pIQ Vert: 1.13= 14, 4-13=-102(F=-88), 4-14=-102(F=88), 7-14=-14, 1-7=-20 Concentrated Loads (lb) Vert: 13=-230(F) 14=-230(F) 19) Dead +0.75 Roof Live (bal.) +0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-13=-48, 4-13=-168(F=-120), 4-14=-150(F_ 120), 7-14=-30, 1-7=-20 Horz: 1-4=4, 4-7=14 Concentrated Loads (Ib) Vert: 13=-496(F) 14=-496(F) 20) Dead +0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. IM) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-13=-30,4-13=-150(F=-120), 4-14=-168(F=-120),7-14=-48, 1-7=-20 Horz: 1-4=-14, 4-7=-4 Concentrated Loads (lb) Vert: 13=-496(F) 14=-496(F) 21) Dead +0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) tat Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniforn Loads (pIQ Vert: 1-13=-17,4-13=-137(F=-120),4-14=-154(F=-120),7-14=-34, 1-7= 20 Horz: 1-4— 27, 4-7=10 Concentrated Loads (lb) Vert: 13=.496(F) 14=-496(F) 22) Dead +0.75 Roof Live (bal.) +0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plateincrease=1.60 Uniform Loads (plf) Vert: 1-13— 34, 4-13=-154(F=-120), 4-14=-137(F=120), 7-14=-17, 17=-20 Horz: 1-4=-10, 4-7=27 Concentrated Loads (Ib) Vert:1a=-496(F) 14=-496(F) 23) 1st Dead+ Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-13=-54, 4-13=-174(F=-120), 4-14=-134(F=-120), 7-14— 14, 1-7= 20 Concentrated Loads (lb) Vert: 13=-500(F) 14=-500(F) 24) 2nd Dead +Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-13=-14, 4-13=-134(F=-120), 4-14=174(F— 120), 7-14=-54, 1-7=-20 Concentrated Loads (lb) Vert: 13=-500(F) 14=-500(F) 25) 3rd Dead +0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-13=-44, 4-13=-156(F=-112),4-14=-126(F=-112), 7-14— 14, 1-7=-20 Concentrated Loads (Ib) Vert: 13=-432(F) 14=-432(F) 26) 4th Dead +0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ ' Vert: 1-13=-14, 4-13=-126(F_ 112), 4-14=-156(F=-112), 7-14=-44, 1-7=-20 Concentrated Loads (lb) Vert: 13=-432(F) 14=-432(F) Q WARNWG-Vadlydasi9aparametenenGREAONOTES ON TMSANOWCLUOEOMREKREFERANCEPAGEMX74MJ - f6Ta20f5BEFORE USE Design valid for use only wlih MBek® connectors. This all Is based only upon poromstars shown, and Is for on Individual building component not a truss system. Before use. Me bulding designer musrverity the applicability of design parameters and properly Incorporate this design Into Me overall bulldingdeslgn. Bracing Indicated Isla prevent buckling of individual masweb 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 guldance regarding Me fabrication storage, delivery, erection and bracing of trusses and truss systems. seeANSIVIM Quality Criteria, DSB-89 and UCM Suldli Component 6904 Parke East Bly d. Sably InfomsatbNvoilable from Truss Plate InsMtufe, 218 N. Lee Street Suite 312. Alexondria, VA 22314. Tempe, FL 33610 Job TrussType CityPlyZ69267-PSLP-6004 T78422148 TA2u Common 2 1 Job Reference (notional Striders First Source, Plant City, FL-32566, 8.240 9 Jul 142019 MITek Industries, Inc. Sal Oct 19 09:32:2521319 Page 1 ID:IHNexnexlgc7kGE2fZNASlyjhkw-Z55mAFZmSloygOTNwETvaShRg25bU_ZJfu7I2yRuM4 6.11-0 13-3-8 19-8-0 26-5-0 fi-11-0 6.4-8 64-B 6_9.0 d Scale = 1:46.7 46 = ax6 = 30 = 3x8 = 3x4 = ST1.5x6 STP = ST1.5x8 STP = 46 = 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 C51. TC 0.86 BC 0.78 WE 0.59 Matrix-SH DEFL. in Ve art-0.21 Vert(CT) -0.32 Hors(CT) 0.05 Wind(LL) 0.18 (loc) Well Ud 6-8 >999 3160 1-8 >972 240 5 n/a n/a 1-8 >999 240 PLATES GRIP MT20 244/190 Weight: 118 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-7 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=957/0-7-10, 5=957/0-5-10 Max Hom 1=162(LC 9) Max Uplift 1=-456(LC 12), 5=-455(LC 13) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1644/1442, 2-3=-1465/1415, 3-4=-1457/1410, 4-5=-1634/1434 BOT CHORD 1-8=-111211409, 6-8=-549/934, 5-6_ 1108/1396 WEBS 3-6=-479/590, 4-6=-337/569, 3-8- 48W601, 2-8=-347/578 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=161 mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=5.Opsf; 11=15ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-3-13 to 6-3-13, Interior(1) 6-3-13 to 13-M, Extedor(2) 13-3-8 to 19-3-8, Interior(1) 19-0-8 to 26-2-3 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) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 456 lb uplift at joint 1 and 455 lb uplift at joint 5. I6 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cliff 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October21,2019 AWARNING-Verlydesl9epsrametersendREADNOTESONTNISANDINCLUDED MREKREFERANCEPAGEM 74Mrev.1a932015REFOREUSE Design valid for use orty with M6ek®connectors. This tleslgn Is based only upon parameters shown, and Is for an individual building component, not �� a truss system. Before use. me building designer must verify the applicability of tleslgn parameters and properly Inwlporote tits tleslgn Into the overall building design. Bracing Indicated is to bucBing hdMdud troy web and/or chord members only. Additional temporary and permanent bracing M)Tek' prevent of Is always required for stability and to prevent collapse with possbie personal Injury and property damage. For general guidance regarding the 69o4 Palle East Blvd. fabrication, storage, delivery. erection and bracing of trusses and suss system& seeANSU1P11 igi Criteria, OS349 and ICSI Folding Component Tampa, FL 33610 Safety lnformatbnavaYable from Truss Plate Institute, 218 N. Lee Street Suite 312. Alexandria, VA 22314. Job Truss Truss Type Ory Ply T18422147 2069267-PSLP-6004 A3 Common 2 1 Job Reference (optional) ounuers Ylml Source, niVn 11q, rL-JGaoa, O.CYV JJW ,Y GV IO,v11, tlM1 I,N WI,ICi, IIIV. JEI VVl Itl VV:JL:CO CV Itl n d Scale = 1:47.3 4x6 = 3 4x6 = 3x4 = 3x6 = 3x4 = ST1.5x8 STP= STI.5x8 STP= 4x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Gdp DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.86 BC 0.78 WB 0.59 Mafii*SH DEFL in Ven(LL) -0.21 Ver (CT) -0.32 Horz(CT) 0.05 Wind(LL) 0.18 (too) Udell L/d 7-9 >999 360 1-9 >973 240 5 n/a n/a 1-9 >999 240 PLATES GRIP MT20 2441190 Weight: 12011a FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-7 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-5 oo bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=958/0-7-10, 5=1033/0-7-10 Max Had: 1=176(LC 10) Max Uplift 1=-456(LC 12), 5=-511(LC 13) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1647/1443, 2-3— 1468/1417,3-4=-1461/1358,4-5=-1639/1385 BOT CHORD 1-9=-1087/1411, 7-9=-524/936, 5-7=-1084/1402 WEBS 3-7=-472/595,4-7=-348/572, 3-9=-489/601,2-9=-347/577 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=161mph (3-second gust) Vasd=125mph; TCDL=4.2pst BCDL=5.Opsh h=1511; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-3-13 to 6-3.13, Interior(1) 6-3-13 to 13-3-8, Extedor(2) 13-3-8 to 19-3-8. Interior(1) 19-3-8 to 27-7-0 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) 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-M wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4561b uplift at joint 1 and 511 lb uplift at joint 5. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 OWABN/NG-Vedrydeaignparemefe..dREADNOTES ON TNISANDINCLUDEDMRKBEFENANCEPAGEMIN47arov. taT.e(R0159EPONE USE Design valid for use only with Wake]) connactors, this design Is based only upon parameters shown, and B for an Individual building component, not �� a Irmo system. Before use, the building designer must verify Me applicability of design parameters and properly Incorporate this design Into Me overall builtling design. Bracing In0lcated B to prevent buckling of Individual time 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 fabdcotlon, storage, delivery, erection and bracing of trusses and tnrss systems seeANSVrPl1 Quality CrSado, DSB49 and SCSI Suldhp Component 6904 Parke East BInE. Safety asfomrallorxsvailable from Time Plate Institute. 218 N. Lee Street Suite 312. Alexandra. VA 22314. Tampa, FL 33610 Truss Truss Type City Ply T78422148 rJob 9267-PSLP-6004 A4 Common 2 1 �Rfmhce (optional) Builders First Source, Plant City, FL-32566, 8.240 s Jul 142019 MiTek Industries, Inc. Sat Oct 19 09:32:27 2019 Pagel IDd HNe1meXlgc7kGE2fZNASIAhkw-VUDgLsGpl37 W C_ArULGx_7X14TKt30dsmzN6MxyRuM2 -1-0.0 61f-0 13-3.8 19-8-0 2fi-6-0 14)-0 611-0 I 6.4-8 6-4-869-0 6.00 12 4x6 = 46 = Scale = 1:47.2 46 = to m LOADING (pst) 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 [nor YES Code FBC2017/TPI2014 CSI. TC 0.85 BC 0.78 WB 0.58 Ma1dxSH DEFL in Ven(LL) -0.21 Vert(CT) -0.31 Horz(CT) 0.05 Wind(LL) 0.18 (loc) Wait L/d 7-9 >999 360 2-9 >986 240 6 n/a n/a 6-7 >999 240 PLATES GRIP MT20 244/190 Weight: 120 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-2 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=955/0-5-10, 2=1030/0-7-10 Max Hom 2=176(LC 11) Max Uplift 6=-454(LC 13), 2= 510(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All tomes 250 (Ib) or less except when shown. TOP CHORD 2-3=-1632/1381,3-4_ 1455/1354,4-5=-1454/1407,5-6=-1630/1431 BOT CHORD 2-9= 1099/1396, 7-9_ 540/930, 6-7=-1093/1393 WEBS 4-7=-480/591, 5-7=338/568, 4-9=-472/595, 3-9=-348/572 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=161mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDI--5.Opsf; h=15ff; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-3-8, Exterior(2) 13-3-8 to 19-3-8, Interior(1) 19-3-8 to 26-2-3 zone; cantilever left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcumem with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 454 lb uplift at joint 6 and 5101to uplift at joint 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October21,2019 O WARNWO. VeNyde.4gnparametersanOREADNOMSON TN/SANDWCLUDWMREKREFENANCEPAGEMX74Mmv. 10934015BEFOREUSE Dedgn valid for use only with ME connectors. This doslgn b based only upon parameters shown, ontl a for on Intlivltluol building component, not ��- a truss System. Before use, the building tleLgner must verify the applicabnlry of tleslgn Parameters and propeey Ncorporafe ThIs tleslgn Nt0 the overall buld0tleslgn.&acing lncaated is to prevent buckrutg of lndNidualfnus web and/or chortlmembers only. Adtlalonal temporaryantl permanent bracing MiTek' h always r.qulretl for st "'iv and fa prevent ."bass with possible personal Injury and propelh/ damage. For general guitlance regartling the tabecatlon, storage, delivery, erection and bracing of Cusses and huss systems seeANSUIPII Cua68l1ssrr GMeM, DSS41g ontl B(:SI Bu1dM0 �mponenl 6900 Perko Eaz1 BNd. Saf.h Infonna8orpv.table hom Truss plot. In0rufe. 218 N. Lee Sheet, Suite 312 AlexandAa. VA 22314. Tampa, FL M610 Job Truss Truss Type Oty Ply T18422149 2069267-PSLP-6004 A5 Common 1 1 Job Reference (optional) aulmers f-ust Jounce, I'lam Idly, rL-32bbb, 6.24e s J W 14 gel U MI I eK lnausines, Inc. Sal UC119 U9:32:28 2019 m 0 Scale: 1/4'=1' 46 = 6.00 r12 4 ST1.5x9 STP= - - - - - ST1.5x8 STP= 3x4 = 3z6 = 3z4= 4x6 = 4x6 = 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 FBC2017ITP12014 CSI. TC 0.85 BC 0.78 WB 0.58 Matrix-SH DEFL. in Vert(LL) -0.21 Vert(CT) -0.32 Hoa(CT) 0.05 Winci 0.14 (loc) Udell L/d 8-10 >999 360 2-10 >986 240 6 n/a n/a 2-10 >999 240 PLATES GRIP MT20 244/190 Weight 122 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N6.2 TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1031/0-7-10,-6=1031/0-7-10 Mail 2=173(LC 11) Max Uplift 2=-510(LC 12), 6=-510(LC 13)' FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1635/1360, 3-4=-1458/1341, 4-5=-1458/1341, 5-6=-1635/1360 BOT CHORD 2-10=-1025(1399, 8-10=-495/932, 6-8=-1056/1399 WEBS 4-8=-476/595, 5-8=-348/572,4-10=-476/595, 3-10=,348/572 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=161mph (3-second gust) Vasd=125mph; TCDL=4.2psh, BCDL=S.Opsf; h=15ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Intedor(1) 5-0-0 to 13-3-8, Exterior(2) 13-3-8 to 19-3-8, Intedor(1) 19-3-8 to 27-7-0 zone; cantilever left and Fight exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 fall by2-0-0wide will tit between the bottom chord and any other members, with BCDL=10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 510lb uplift at joint 2 and 5101b uplift at joint 6. Im Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 Q WARNING-Wd/y Eesfanperemetenena BEAD NOTES ON THSAN0 DICLUUEU MfrEKREFERANCEPAGEM67473 rev. 10a11arSBEFORE USE Design valid for use only wM MiTekG connectors. This design b based only upon parameters showm and b for an Individual bustling component, not a truss system. Before use, the building designer must verify, the applicability of design parameters and popery Incorporate this design Into Me overall building design. Bracing Indicated is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing Is always required for slabllily and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fabrlcaHon, storage, delivery, erection and bracing of busses and buss systems seeANSi/IPiI CoalkSyy Cdtale, OSB49 and FICS1 Building Component Safety InrormalbnovaYobie from Truss Nate Institute, 218 N. Lee Sheet. Suite 312, Alexandria. VA 22314. M!Tek' 6904 Parke East BNd. Tampa, FL 33510 Job Truss Truss Type Oty Ply T78422150 2069267-PSLP-6004 A6 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 a Jul 142019 MI rek Industries, Inc. Sal Oct 1909:32:292019 Page 1 4x6 = 4x6 = Scale: 1/4'=1' 46 = 2.4 It 30 = 5.6 = 2x4 11 418 = 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/rP12014 CSI. TC 0.82 BC 0.51 WB 0.51 Matrix-SH DEFL. in Vert(LL) -0.09 Vert(CT) -0.16 Horz(CT) 0.06 Wind(LL) 0.13 (too) Well Ud 9-10 >999 360 9-10 >999 240 7 n/a n/a 9-10 >999 240 PLATES GRIP MT20 244/190 Weight: 134 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-2 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-2-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1031/0-7.10, 7=1036/0-7-10 Max Hom 2— 165(LC 10) Max Uplift 2=-503(LC 12), 7=-507(LC 13) FORCES. (Ib) - Max CompJMax Ten. -All tomes 250 (Ib) or less except when shown. TOP CHORD 23=-1703/1494, 3-4=-1187/1169, 4-5=-1008/1129, 5-6=-1187/1166, 6-7=-1701/1495 BOT CHORD 2-12=-1179/1442, 11-12=-1179/1442, 10-11=-551/995, 9-10=-1176/1440, 7-9=-1176/1440 WEBS 3-12=0/272,3-11=-555/718,4-11=-316/328,5-10=314/329, 6-10=-555/716, 6-9=0/271 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=161 mph (3-second gust) Vasd=125mph; TCDL=4.2psk BCDL=5.Opsh h=15ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exteror(2) -1-0-0 to 5-0-0, Intedor(1) 5-0-0 to 12-6-0, Exterior(2) 12-6-0to 22-6-13, Intedor(1) 22-6-13 to 27-8-0 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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5031b uplift at joint 2 and 507 lb uplift at joint 7. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Elvd. Tampa FL 33610 Date: October 21,2019 Job Truss Thus Type Oty Ply TI8422151 2069267-PSLP-6004 A7 Hip 1 _71 Job Reference Qtionag _ Builders First Source, Plant City, FL-32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Sat Oct 19 09:32:302019 Page 1 ID:IHNemeXlgc7kGP2fZNASlyjhkw-w3voz W hb_N53RvOATpebe968ho2GpoJSxcmzFyRUM7 -1-0-0 06.0 12-7 27.8-0 2 5666544 4111-210.12 45-6 Scale: 1/4'=1' 46 = 4x6 — O4 = 2x4 II 3x4 = uxo — 3x4 = 2x4 II 46 — LOADING IP51 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 [nor YES Code FBC2017/TP12014 CS1. TC 0.67 BC O.63 WB 0.30 Matrix-SH. DEFL Ven(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) Mail Ud -0.25 12-13 >999 360 -0.3112-13 >999 240 0.06 7 n1a n/a 0.2312-13 >999 240 PLATES GRIP MT20 244/190 Weight: 1251b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc purins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or4-10-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1031/0-7-10, 7=1036/0-7-10 ' Max Ho¢ 2— 141(LC 10) Max Uplift 2=-482(LC 12), 7=-486(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 2-0=-1727/1620, 3-4=-1327/1315, 4-5=-1147/1254, 5-6=-1326/1312, 6-7= 1725/1619 BOT CHORD 2-13=-1290/1467, 12-13— 1290/1467, 10-12= 744/1147, 9-10=-1285/1465, 7-9=-1285/1465 WEBS 3-12=A61/628, 4-12=-206/345, 5-10=-203G45, 6-10-459/625 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=161mph (3-second gust) Vasd=125mph; TCDL=4.2psY BCDL=S.OpsY h=15ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 5-0-0, Intedor(1) 5-0-0 to 10-6-0, Exterior(2) 10-6-0 to 24-6-13, Interior(1) 24-6-13 to 27-8-0 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 ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 482 It, uplift at joint 2 and 486lb uplift at joint 7. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 O WARNING- VerlydeegnpardmefemmdREADNOTESONMSANDWCLUDEDM/rEKREF NCEPAGEM674Mmn f6'DYL015GUOREUSE Design valid for use oNy with MiroMconnectors. Ws design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into me overall building design. Bracing Indicated 8 to prevent buctaing of individual hus web and/or chard members any. Addfional temporary and permanent bracing MiTek' Is always required far stablllty and to prevent collapse with possible personal injury and property damage. For general guidance regarding fie fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeAwifwa Quality Cdbdo. DSB419 and BCSI Bu6dhrp Component 6904 Parke East BNtl. Satisfy lnfommibnavGlloble from Truss Plate Institute, 218 N. Lee Street Suite 312. Alexandrlo. VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply T18422152 Z069267-PSLP-6004 AB HIP 1 1 Job Reference (optional) cunaers i-irst bourne, ream Illy, rL-oeaoo, ears cr is ua:uc:ui cu,a 4x6 = 3x4 = 4x6 = 4 15 5 16 6 Scale = 1:47.5 ST1.5x8 STP = 3x8 = axe = 3x8 = 6A = 6xB = LOADING (psQ SPACING- 2-0-0 CSI. 'DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.48 Vert(LL) -0.20 10-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Ved(CT) -0.33 10-12 >952 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.67 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.0810-12 >999 240 Weight: 155 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except' BOT CHORD 2-13:2x6 SP No.2 REACTIONS. (lb/size) 13=1039/0-6-10, 9=965/Mechanical Max Horz 13=174(LC 9) Max Uplift 13=-455(LC 12), 9=-406(LC 13) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-208/269, 3-4=-1179/1232,4-5=-1014/1194,5-6=-1028/1177, 6-7=-1196/1226, 2-13=-231/461 BOT CHORD 12-13=-9671936, 10-12=-987/1141, 9-10=-946/981 WEBS 4-12=-234/321, 5-12= 268/327, 5-10=-250/301, 6-10=-257/327, 3-13=-113211060, 7-9=116811173 Structural wood sheathing directly applied or 5-3-5 oc pudins, except end verticals. Rigid ceiling directly applied or 5-10-7 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=161 mph (3-second gust) Vascll25ni TCD_ L=4.2psY BCDL=5.Opsf; h=15ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-1-0 to 4-11-0, Interior(1) 4-11-0 to 8-5-0. Exteror(2) 8-5-0 to 16-10-13, Interior(1) 16-10-13 to 18-0-0. Extedor(2) 18-" to 26-4-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water porting. 4) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 6) Refer to girders) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4551b uplift at joint 13 and 406 lb uplift at joint 9. Joaquin Velez PE No.68182 Mrrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 Q WARNING -Vedlydeelg0 paremetersen4REA0N01ES ON THISAND INCLUDED MDENREPERANCEPAGEN147,03rev. 14'1XII20156EFORE USE. Design valid for use only with MBeIM connectors. This design Is based only upon parameters shown, and Is for an Individual butding component, not a truss system. Before use, the building designer must verify Me applicability of design parometers and properly Incorporate this design Into the overall building deslgn. Bracing Indicated is to buckling of individual truss web and/or chord members only. Addltlonal temporary and permanent bracing MiTek- prevent Is always requlred for stability and to prevent collapse with pos4ble personal injury and property domoge. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusser and Mrss systems. seeANSt/IPI I Gue1m11yy criteria. DSII-09 and 6GSI Bu1dYt0 component6904 PaMO East Bhtl. Tampa, FL 33610 Bell bitoanalbinvolloble from Truss Plate Institute. 218 N. Lae Sheet Suite 312 Alexandria. VA 22314. Job Truss Thus Type Cty Ply T18422153 g069267-PSLP-6004 A9 HIP 1 1 Jab Reference (optional) Builders First Source, Plam City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Sat Oct 19 09:32:32 2019 Page 1 ID:IHNetmeXlgc7kGE2fZNASlyjhkw-sROZOZKy6bdpll2pHus6h3FuNU W skeBbwF5sO6yRuLz fi-5-0 13-2-8 I 0 26-6.0---0 6-9-8 20. 6.6-0 I Scale = 1:46.4 5x8 = 2x4 11 Sara = 3 14 4 15 5 16 ST1.5x8 STP = 4.6 = 3z8 = 3x6 = 06 = 3x6 11 3.6 II LOADING (Pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI, TC 0.88 BC 0.48 WB 0.63 Matrix-SH DEFL. in Vert(LL) -0.06 Vert(CT) -0.13 Horz(CT) 0.03 Wind(LL) 0.10 (hoc) Well Ud 10 >999 360 a-10 >999 240 7 n/a n/a 10 >999 240 PLATES GRIP MT20 244/190 Weight: 148 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-2-10 oc bracing. 2-12; 2x6 SP No.2 REACTIONS. (lb/size) 12=1039/0-6-10, 7=965/Mechanical Max Horz 12=149(LC 9) Max Uplift 12=-448(LC 9), 7=-41 B(LC 6) FORCES. (Ib) -Max. Comp./Max. Ten. -All tomes 250 (Ib) or less except when shown. TOP CHORD 2-3=-1243/1163, 3-0=-1449/1548, 4-5=-1449/1548, 5-6=-1268/1197, 2-12=-980/1133, 6-7=-904/966 BOT CHORD 11-12=-338/223, 10-11=-853/1035, 8-10=-898/1063 WEBS 3-10=-473/559, 4-10=-417/563, 5-10-427/535, 2-11=-620/918, 6-8=-756/971 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=161mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=5.0psh h=15ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exteriar(2) -1-1-0 to 4-11-0, Interior(l) 4-11-0 to 6-5-0,.Extedor(2) 6-5-0 to 14-10-13, Interior(1) 14-10-13 to 20-0-0. Exterior(2) 20-0-0 to 26.4.4 zone; cantilever left and night exposed; end vertical left 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 pending. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4481b uplift at joint 12 and 418lb uplift at joint 7. Joaquin Velez PE Nc.68182 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 O WARNING -VenrydesignperametemeOd READ NOTES ON THISAND INCLUDED MTTEKREFERANCEPAGEMLL747.4 rez 1aT1,2015BEFOREUSE Deslgn volid for use only with MReWconnectors. This design Is based only upon parameters shown and Is for on Individual building component, not ��- a truss system. Before use, the building designer must verify the applicablli y of design parameters and properly incorporate this design Into the overall bulaingdeslgn.Bracing Indicated is to prevent buckling of Individual bussweb and/or chord members only. AddiMonaltemporawwdpermonentbiacing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage. dor enselon and bracing of trusses and truss systems, sersANSVIP1f CuaOv CMerb. DSBd9 and IIC51 Balding Component 69N Palle East Blvd. sably InformationG cable from Truss Rota Institute. 218 N. Lee Street Suae 312. Alexcndrlm VA 22314. Tampa, FL 33610 Truss Truss Type city PIY T78422154 Flob -PSLP-6004 A10 HIP 1 7 Job Reference (optional) Uunaers rlrsl source, rram.,Iry,rc-ocaoo, 4x6 = 6.00 12 3 3x4 = 3x6 = 3x4 = 4 5 15 16 6 46 = 7 Scale = 1:46.4 STt.5x8 STP= 3x8 = — — 3x8 = 3x6 11 3x6 II 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 [nor YES Code FBC2017ITP12014 CSI. TC 0.63 BC 0.81 WB 0.75 Mail DEFL Vert(LL) Vert(CT) Horz(CT), Wind(LL) in (roc) Vdefl L/d -0.12 10-12 >999 360 -0.2710-12 >999 240 0.05 9 n/a n/a 0.13 12 >999 240 PLATES GRIP MT20 244/190 Weight: 142111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directlyapplied or4-2-6 oc puffins, BOT CHORD 2x4 SP No2 except end verticals. WEBS 2x4 SP No.3 *Except' BOT CHORD Rigid ceiling directly applied or 4-8-10 oc bracing. 2-14:2x6 SP No2 REACTIONS. (lb/size) 14=1039/0-6-10, 9=965/Mechanical Max Horz 14=125(LC 9) Max Uplift 14=495(LC 9), 9=465(LC 8) FORCES. (lb) -Max. Comp./Max Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1173/1069, 3-4=-1011/1045, 4-6=-1786/1668, 6-7=-1052/1096, 7-8=-1215/1110, 2-14=-1013/1112, 8-9=-936/923 ' BOT CHORD 12-13=-1501/1704, 10-12=-1527/1716 WEBS 3-13=-120/316, 4-13=-8451785, 6-10=-8191756, 7-10=-87/323, 2-13=-774/1011, 8-10=-838/1040 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuli 61mph (3-second gust) Vasd=125mph; TCDL=42psf; BCDL=5.Opsf; h=1511; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-1-0 to 12-10-13, Intedor(1) 12-10-13 to 22-0-0. Exterior(2) 22-0-0 to 26-44 zone; cantilever left and Fight exposed ; end vertical left 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 495 lb uplift at joint 14 and 4651b uplift at joint 9. Joaquin Velez PE No.68182 Iffek USA, Ina FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 ,&WARNING -Verity design paramehn end READ NOTES ON WISANUINCLUUEDMREKREFERANCEPAGEM/F74n-I i =eDISBEFOREUSE Deslgn valld for use onlyweh MRek®cognectors.fiis design 6 based only upon parameters shown, and Is for an Individual building component, not ��- a truss system. Before use, Me building designer must verify fie applicability of design parameters and properly Incorporate firs design Into the overall buildingdesign. Bracing Indicated is to prevent buckling of Individual M.aa 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 propery damage. For general guidance regarding the fabrication, storage, deliver, erection and bracing of trusses and truss systems, seeANSVTP11 Quality criteria. DSB49 and BCSI Building Component 69M Parke East Blvd. Safety fnfop illiciavoilable from Truss Plate Ingfura.218 N. Lee Sheet Suite 312. Alexandria. VA 22314, Tampa, FL 33610' Job Truss Truss Type oly Ply T18422155 2069267-PSLP-6004 All HALF HIP GIRDER 1 1 Job Reference (optional) isomers rirsTUource, nem..ny, rl-oc000, ,,.- . ,, __.__.____._.___. ID:IHNelmeXlgc7kGE2fZNASIAhkw-Z55=AFZmSIaygOTNwETvaSisg07bTPZJtu712yRuM4 2-5-0 8.6-2 14-5-8 204 14 26-6-0 t-1-0 2-5-0 6-1-2 5.11-6 5-11-6 6-1-2 NAILED - 6.00 12 4x6 axe NAILED NAILED NAILED NAILED 15 3 16 17 18 4 19 Scale = 1:46.4 NAILED NAILED NAILED NAILED NAILED 3x4 NAILED 4n6 3x4 = NAILED NAILED 5x6 = 20 215 22 6 237 24 25 26B ST1.5xB STP= 4x12=NAILED NAILED 3x4 = NAILED NAILED 5x6 = NAILED NAILED 54 = NAILED NAILED 3x611 3x6 II NAILED NAILED NAILED NAILED NAILED LOADING (pall 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 Incr NO Code FBC2017/rP12014 CS1. TC 0:77 BC 0.94 WB 0.69 Matrix-SH DEFL. Vart (LL) Vert(CT) Hori in (loc) Vdefl Lid 0.44 11-12 >708 240 -0.4611-12 >680 240 0.09 9 rda i PLATES GRIP MT20 244/190 Weight: 141 Ib FT'=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except TOP CHORD Structural wood sheathing directly applied or 2-9-9 cc pudins, 1-3: 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 *Except BOT CHORD Rigid ceiling directly applied or 3-7-7 cc bracing. 11-14: 2x4 SP No.1 WEBS 1 Row at midpt 4-13, 8-10 WEBS 2x4 SP No.3 *Except' 4-13,5-12,7-11,8.10: 2x4 SP No.2, 2-14: 2x6 SP No.2 REACTIONS. (lb/size) 9=1585/Mechanical, 14=161310-6-10 Max Hoe 14=125(LC 5) Max Uplift 9=-1174(LC 5). 14=-111 O(LC 5) FORCES. (Ib) -Max. Comp./Max. Ten. -Ali forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1500/1082,3-4=-1353/1020,4-5=-3530/2633,5-7=-3994/2953, 7-8=-2896/2141, 8-9=-1475/1215, 2-14=-1589/1073 BOTCHORD 12-13=-2633/3530,11-12=2953/3994, 10-11=-2141/2896 WEBS 3-13=-148/424,4-13=-2369/1775,4-12=-30/554, 5-12=-505/365, 5-11= 276/439, 7-11=-883/1195,7-10=-1012/1016,8-10=-2276/3076, 2-13=-1098/1576 NOTES- 1) Wind: ASCE 7-10; Vdll=161mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=5.Opst h=15ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vedical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf 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 1174 Ib uplift at joint 9 and 1110 lb uplift at joint 14. 7) 'NAILED" indicates 3-1Od (0.148'x3') or 3-12d (0. 1 48'x3.25') toe -nails per NOS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (9). LOAD CASE(S) Standard 1) Dead +Root Live (balanced): Lumber Increase=1.25,.Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=54, 2-3=-54, 3-8=-54, 9-14=-20 Joaquin Velez PE No.66132 hi USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 A WARNING- Verity designhassefersendRE4D NOTES ON MSANDMCLUDEDM?KREFE NCEPAGEMIP74M.I 10,113 eBEFORE USE Design valid for weonly withMes reldDconnectors. This design is based only upon parameters shown. and Is for an lndMduel building component.not �■- ■■ a husystem. Before use, line building designer must verify the applicability of design parameters and properly incorporate this design into me overall bu0tling design. Bracing Indicated is to prevent buckllnB 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 me fabrication, storage, tleMery, erection and brocing of trusses and hum systems. seaARSUR'11 Quality Criteria, DSB49 and BC51 Bidding Component e904 Parke East Blvd. Safely mformatbnavaflable from Truss Plate Institute, 218 N. Lee Sheet Suite 312. Alsxandria VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T18422155 2069267-PSLP-6004 All HALF HIP. GIRDER 1 1 Job Reference o tional Builders First Source, Plant City, 1-1--32566, 8.24V a JU1142UIU MI IeK Inamines, IOC. SaLVm 19 UB:3Z:Zb ZOIU rage Z ID:IHNewleXlgc7kGE2fZNASIy)hkw-Z55mAFZmSIoygOTNwETvaSisgO?bTPZJfu?12yRUM4 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-61(B) 16=-61(13) 17=-61(B) 1 Si (B) 19=-61(B) 20=-61(B) 21=-61(B) 22=-61(B) 23=-61(B) 24=-61(B) 25=-61(B) 26=-77(B) 27=-129(B) 28=-26(B) 29=-26(B) 30=-26(B) 31=-26(B) 32=-26(B)33=-26(B)34=-26(B)35=-26(B) 36=-26(B) 37=-26(B)38=-26(B) 39=-32(B) ®WARNING- Verity design parameters antl BEAD NOTES ON THIS AND INCLUDED MIFEKREFERANCE PAGE 11#0-741M rev. 1D41Y1m5 BEFORE USE Design valid for use only with Mife4ffi connectors. This design 6 owed only upon parameters shown, and is for an Indivpual building component, not a miss system. Before use, Me building designer must verify the applicability of design parameters and properly Incorporate thls design into the overall building design. Bfadng Indicated k to buckling Individual truss web and/or chord members only. Additional temporary and bracing M!Tek' prevent of permanent 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 buss systems, seeANSUIPI1 CuallM CMnq. DSB49 and SCSI Building Camponint 6904 Parke East Blvd. Scroll, lnlomlatla pvoiloble from Truss Plate Insillute, 218 N. Lee Sheet, Sulfa 312, Alexandra VA 22314, Tampa, FL 33610 Job Truss Truss Type City Ply T184221 66 2069267-PSLP-6004 B1 COMMON 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566. 8.240 a Jul 14 2019 MiTek Industries, Inc. Sat Oct 19 09:32:33 2019 6.00 12 US = Scale = 1:58.8 ST1.5xB STP= 3x4 = US = 3x4 = 6A = 6x8 = 8 17-6-13 -013 I 8-7-11 8-160 1= Plate Offsets (x.Y)— f3:0-4-0Oa-01 15:0-4-0 0-3-01 f6:0-3-0 Edgel LOADING (psf) SPACING- 2-" CSI. DEFL, in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.26 9-11 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.34 9-11 >916 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.59 Horz(CT) 0.04 8 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.07 9-11 >999 240 Weight: 155 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 2-12:2x6 SP No.2 WEBS REACTIONS. (lb/size) 12=1038/0-6-10, 8=1028/Mechanical Max Horz 12=-247(LC 10) Max Uplift 12=-505(LC 12). 8=-501(LC 13) FORCES. (Ile) - Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-023/417, 3-4=-1166/1166, 4-5=-1184/1196, 5-6=-266/444, 2-12=-332/655, 6-8=-309/640 BOT CHORD 11-12=-764/1077, 9-11=-427/805, 8-9=-807/1055 WEBS 3-11=-199/454,4-11-361/441,4-9=-373/458, 5-9=-213/467, 3-12=-1086/823, 5-8— 1105/680 Structural wood sheathing directly applied or 4-10-0 oc puffins, except end verticals. Rigid ceiling directly applied or 6-5-0 oc bracing. 1 Row at midpt 3-12.5-8 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=161 mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) -1-1-0 to 4-11-0, Interior(1) 4-11-0 to 13-2-8, Exterior(2) 13-2-8 to 19-2-8, Interior(i) 19-2-8 to 27-6-0 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 5) Refer to girder(s) for muss to truss connections. 6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 505 lb uplift at joint 12 and 501 Ib uplift at joint B. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 Q WARNING-Ver/lydeslgnpammefersend READNOM ON TN/SANDBILLUDEDMREKBEFENANCEPAGEMX74Mmre 1&D12015BEPONE USE Design valid for use only with Wakes connectors. this design Is based only upon parameters shown, and Is for on Individual bulltling component, not ��- a truss system. Before use, Die building assignor must verify line applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated 6 to prevent buckling of Individual miss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stabilty and to prevent collcpso with possible personal hJury and property damage. For general guidance regarding the 69M Parka East Blvd. fabrication. storage, delivery, erection and bracing of trusses and truss systems. seeANSU1Pl1 Cuplly Criteria, 011d9 and BCSI Building Component Tampa, FL 33610 Safety Infaonationavolloble from Truss Rate Institute. 218 N. Lee Street, Suite 312. Alexandria VA 22314. Job Tress Truss Type Oly Ply T18422157 2069267-PSLP-6004 B2 Roof Special 2 1 Job Reference (optional) Builders First Source, Plans City, FL - 32566, 8.240 a Jul 14 2019 MITek Industries, Inc. Sat Oct 19 09:32:35 2019 Page 1 ID:IHNelmeXlgc7kGE2fZNASlyjhkw-GOihObMgP W?N9DnOyOPpINRY W gx032cDJXdTyRuLw 1-1-q 2-fi-10 8-0-0 1&2-B 14-8-14 20.5-8 26.6.0 1-1-0 96 0 5-5-fi 5-2-8 1.B 5-8-10 fi-0.8 46 II 6.00 12 2x4 II 11 STI.5x8 STP= 2x4 II SAS = 3x6 11 3x6 It 3xB = Scale = 1:58.5 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Van( LL) -0.13 12-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Ven(CT) -0.26 12-13 >999 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.56 Horz(CT) 0.18 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(ILL) 0.1613-14 >999 240 Weight: 1741b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-3 cc pudins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 3-15: 2x4 SP M 31, 6-11: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-2-3 cc bracing. WEBS 2x4 SP No.3 *Except' WEBS 1 Row at midpt 5-13 2-16:2x6 SP No.2 REACTIONS. (lb/size) 16=1039/0-6-10, 9=965/Mechanical Max Horz 16=232(LC9) Max Uplift 16=-505(LC 12). 9=-455(LC 13) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-910/812, 34=-1567/1334, 4-5=-1575/1615, 5-6=-1240/1343, 6-7- 1277/1209, 7-8= 1266/1109,2-16=-1104/1126, 8-9=-909/896 BOT CHORD 14-15=-347/330, 3-14=-317/363, 13-14=-1264/1559, 12-13=-563/942, 6-12=-212/435 WEBS 3-13=-241/359, 4-13=-332/588, 5-12=-645/590, 10-12=-845/1079,7-10=-343/431, 2-15=-706(823, 8-10=-761/1015, 5-13=-741/691 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=161mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-1-0 to 4-11-0, Interior(1) 4-11-0 to 13-2-8, Exterior(2) 13-2-8 to 19-2-8, Interior(1) 19-2-8 to 2644 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= IO.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 505 Ile uplift at joint 16 and 455 It, uplift at joint 9. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 Q WARNING- Verdydes19npahmxm1.arid READNOTES ON M6ANDWCLUD£DMI REFERANCEPAGEMIA74TJrev. 1NU34015BEFOREUSE Design valid for use only with Mirek® connectors. This design b based only upon parameters shown, and Is for an Individual bueding component, not ��- a hum system. Before use, fie bulldin9 designer must verfy Me applociellily of design parameters and properly Incorporate this design Into the overall belong design. Bracing Indicated Is to buckling lndiAdual hum web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent of Is always requlied for stability and to prevent collapse with possible person? Injury and property damage. For general guidance regarding Me 69N Parke East Blvd. fabrication storage, delivery, erection and bracing of trusses and hum systems, seeANSVIPII Cuo"T CMedo, DS349 and SCSI lidding Compcinmf Tampa, FL 33610 Safety Informalnnovolable from Truss Plate InstiMe. 218 N. Lee Sheet, Suite 312, Alexandria, VA 22 14. Job Truss Truss Type Oty Ply T18422158 2069267-PSLP-6004 B3 Hip 1 1 Jab Reference (optional) Builders First Source, Plant City, FL - 32566. 8.240 s Jul 14 2019 MiTek Industries, Inc. Sat Oct 19 09:32:36 2019 Page 1 ID:IHNelmeXlgc7kGE22NASlyjhkw.kDG4DxNSAg7EnMMaW kv2mPb55opgSkBrt349vyRuLv -t-1-0 2-6.70 11 4 11-1-8 14.8-14 1 -3 8 20-5-8 2fi-fi-0 '1-1-0 �2-6.10 4-2-m 4-0-4 as-6 as to 5.2-0 6-o-e 5x8 = 4x6 = ST1.5xB STP = 3x8 = 2x4 II 5x6 = 3x6 II 3.6 II 2-6-10 11-1-8 14.8.14 20-5-8 28-6-0 2.6.10 8-6-14 3-7-6 5-8-10 6-0-8 Scale = 1:52.5 Plate Offsets (X Y)-- [3:0-3-10 Edae][5:0-6-0 0-2-81 [8:0-3-0 0-1-8] [13:0-4-0 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.20 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.45 14-15 >703 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.59 Horz(CT) 0.18 9 Na Na BCDL 10.0 Code FBC2017ITP12014 Matri Wind(LL) 0.1714-15 >999 240 Weight: 171 Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD2x4 SP No.2 `Except' 3-16: 2x4 SP M 31, 6-11: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 *Except* 2-17: 2x6 SP No.2 REACTIONS. (lb/size) 17=1043/0-6-10, 9=969/Mechanical Max Horz 17=206(LC 9) Max Uplift 17=-485(LC 12), 9=-435(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-907/906, 3-4=-1709/1802, 4-5=-1307/1323, 5-6=-1102/1249, 6-7- 1292/1309, 7-8=-1269/1167,2-17- 1109/1163,8-9=-911/935 BOT CHORD 15-16=-326/333, 3-15=-359/494, 14-15- 1303/1368, 13-14=818/1124, 6-13=304/339 WEBS 4-15=-223/322,4-14=-350/610, 5-14=-293/434,10-13= 929/1024,7-10=-350/483, 2-16=-708f791, 8-10=-862/1015 Structural wood sheathing directly applied or 4-4-4 oc puffins, except end verticals. Rigid ceiling directly applied or 5-0-11 oc bracing. Except: 10-0-0 oc bracing: 11-13 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=161 mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exteror(2) -1-1-0 to 4-11-0, Interior(1) 4-11-0 to 11-1-8, Exterior(2) 11-1-8 to 23-9-5. Interior(1) 23-9-5 to 26-4-4 zone; cantilever left and fight exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf an 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. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 485 lb uplift at joint 17 and 435lb uplift at joint 9. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 8904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 AWARNING-Vsd/ydeslgnparsmefersendREADNOTESONMISANDINCLUDEDMmEKREFERANCEPAGEMiI7173 sv 101sa2015BEFOREUSE Design valid for use only with MaeksO connectors. This design Is based only upon parameters shown, and Is for an individual balding component, not �� a huss system. Before use. the building designer must verify Me cpplicabllity of design parameters and properly Incorporate this design Into the overall bulldingdeslgn. Bracing Indicated is to prevent buckling of Individual buss web and/or chord members only. Addiflonal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of husses and truss systems, seeANsvrp11 euca1ptyy Cromea. D9549 and BCSI Buldhp Component 6904 Peke East Blvd. East B Safety InformatbMvailoble from Truss Plate Institute, 218 N. Lee Sheet, Suite 31Z Alexandaa. VA 22314. P33610 Tam a, FL Job Truss Truss Type OtY Ply T18422159 2069267-PSLP-6004 B4 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 s Jul 142019 MiTek Industnes, Inc. Sat Oct Scale=1:48.9 5xB = 2x4 ll 5AI = ST1.5x8 STP = 3x6 = 2x4 11 5x8 = 6.8 = 3.6 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Ven(LL) -0.18 9-10 >999 •360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0:81 Vart(CT) -0.38 9-10 >831 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.14 9 Na n/a - BCDL 10.0 Code FBC2017/TPI2014 Mehl Wind(LL) 0.1313-14 >999 240 Weight: 168 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or4-2-14 oc bracing. 3-15: 2x6 SP No.2, 5-11: 2x4 SPNo.3 WEBS 2x4 SP No.3 *Except' 2-16: 2x6 SP No.2 REACTIONS. (lb/size) 16=1039/0-6-10, 9=965/Mechanical Max Hom 16=183(LC 9) Max Uplift 16=-464(LC 12), 9= 415(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-0= 871/929, 3-4=-1489/1457, 4-5=-1358/1508, 5-6--1342/1491, 6-7=-1175/1211, 2-16=-1057/1145 BOT CHORD 14-15=-417/423, 3-14=-361/463, 13-14=-1885/1645,12-13=-1047/1258, 5-12=-262/359, 9-10=-976/991 WEBS 3-13=-518/855,4-13=-92/338, 10-12=771/1103, 6-12=-7741780, 6-10=-348/331, 7-10=-61/292, 2-15=-802/839, 7-9=-1156/1210 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=161mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=5.Opsf; h=15N; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-1-0 to 4-11-0, Interior(1) 4-11-0 to 9-1-8, Exterior(2) 9-1-8 to 25-9-5, Interior(1) 25-9-5 to 26-4-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 464 lb uplift at joint 16 and 415 lb uplift at joint 9. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: October 21,2019 Q WARNING -Verify ante. peremet. antl READ NOTES ON INS AND INCLUDED MNEK REFERANCE PAGE M614)a rev. IGUNT015 BEFORE USE. Design valid for use only with MBeM connectors. This design is based only upon parameters shown, and Is for on Individual building component, not ��- a truss system. Before use, the building designer must verify the oppllcabllty of design parameters and properly Incorporate this tleslgn Into the overall buildIngdesign. Bracing Indicated is to buckling Individual truss chord members only. AdtlPoonol temporary and permanent bracing MiTek' prevent of web and/or Is always required for stability, and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fobricallon, storage, delivery, erection and bracing of hums and truss systems, meANSVIPII Quamy Criteria, DSB49 antl SCSI Building Component 6004 Parke East Bald. Sooty Informafbn rvoilbble from Truss Plate Institute. 218 N. Lee Sheet. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Truss Truss Type city Ply T18422160 LJob 2069267-PSLP-6004 B5 Half Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 6.240 s Jul 142019 MiTek Industries, Inc. Sat Oct 19 09:32:38 2019 Scale = 1:47.3 5x8 = 3x4 II 3x6 = 3x4 = 3x6 = 4 5 18 6 7 8 ST1.5x8 STP= 5xili = 2x4 II 5x8 = 3x6 3x6 II 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 FBC2017fFP12014 CSI. TC 0.95 SC 0.64 WB 0.82 Matrix-SH DEFL Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) Vdefl Lid -0.13 12-13 >999 360 -0.3112-13 >999 240 -0.19 9 n/a n/a 0.19 13-14 >999 240 PLATES GRIP MT20 244/190 Weight: 165 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, BOT CHORD 2x4 SP No.2 `Except` except end verticals. 3-15: 2x4 SP M 31, 5-11: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-0-8 oc bracing. WEBS 2x4 SP No.3 *Except` WEBS 1 Row at midpt 8-10 2-16: 2x6 SP No.2 REACTIONS. (lb/size) 9=965/Mechanical, 16=1039/0-6-10 Max Ho¢ 16=228(LC 9) Max Uplift 9=-557(LC 9), 16=-461(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-907/865, 3A=-1607/1470, 4-5=-1779/1685, 5-7=-1733/1632, 7-8=-924/823, 8-9=-913/896,2-16=-1103/1171 , BOT CHORD 15-16— 465/223, 14-15=-341/259, 3-14=-329/299, 13-14=-1968/1498, 12-13=-1415/1399, 5-12=-390/561 WEBS 3-13=-239/576,4-13=-104/318, 4-12=-354/419, 10-12=-753/876, 7-12=-976/960, 7-10=-837/927, 8-10= 1061/1195, 2-15=-656/810 NOTES- 1) Wind: ASIDE 7-10; Vult=161mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1.1-0 to 4-11-0, Interior(1) 4-11-0 to 7-1-8, Extedor(2) 7-1-8 to 15-7-5, Interior(1) 15-7-5 to 26-4-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 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 bottomchord 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 5571b uplift at joint 9 and 461 lb uplift at joint 16. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 AWARNING -VerlfydeslgnpameetemandREADNOTES ONTHISANDMCLUDEDMREKREFERANCEPAGENfA74TSrev..la=Z015BEFOREUSE. Design valid for use only with M8eM9connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not �� a truss system. Before use, the bulltling all must verify Me applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only, Additional temporary and permanent bracing MiTek' Is always required for stablllty and to prevent collapse with possible persond Injury and property damage. For general guidance regarding Me fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeAN81TIP11 CuipyCriteria, DS349 and SCSI Suldbp Component 69N Ponce East Blvd. Safety NfomraSore voiloble from Two Plate Institute, 218 N. Lee street Suite 312, Alexandria VA 22314, Tampa, FL 33610 Job Truss Truss Type Oly Ply T18422161 2069267-PSLP-6004 36 Half Hip 1 1 Jab Reference (optional) builders First bource, Plent UIty, FL - 32bbb, a.z4u s dui l4 zul9 MI I ex Inamtnes, lna. sat Um 19 U9:32:39 2u19 rage i ID:IHNermeXlgc7kGE2fZNASIAhkw-9nxCszPLTIVpeg59BsUITX16GJu6tkcdXrHkmEyRuLs -1-1-0 5-1-8 12-3-9 19-3-15 26-6-0 1.1.0 5-1-8 7-2-1 F 7-0.5 7-2-1 Scale = 1:46.4 US = 3x4 = 3x6 = 3x4 = 3x8 = 6.00 12 3 4 13 5 6 14 7 ST1.5x8 STP = 3.8 = 5.6 = 3x6 = 3x6 11 3x6 II LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL "25 Rep Stress Incr YES Code FBC2017/TPI2014 CS'. TC 0.77 BC 0.57 WB 0.90 Matrix-SH DEFL. in Vert(LL) -0.09 Ven(CT) -0.18 Horz(CT) 0.04 Wind(LL) 0.13 (loc) I/defl Ud 9-10 >999 360 9-10 >999 240 8 n/a Na 9-10 >999 240 PLATES GRIP MT20 244/190 Weight: 1471b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N1.2 TOP CHORD Structural wood sheathing directly applied or4-1-7 cc puffins, BOT CHORD 2x4 SP N1.2 except end verticals. WEBS 2x4 SP No.3 *Except- BOT CHORD Rigid ceiling directly applied or 4-8-9 cc bracing. 2-12: 2x6 SP No.2 WEBS 1 Row atmidpt 7-9 REACTIONS. (lb/size) 8=965/Mechanical, 12=1039/0-6-10 Max Horz 12=1 B4(LC 9) Max Uplift 8= 557(LC 9). 12=-494(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=.1209/1078, 3-4=-1034/1068, 4-6=-1680/1571, 6-7=-1349/1169, 7-8= 900/880, 2-12=-997/1098 BOT CHORD 11-12=457/222, 10-11=-1571/1680, 9-10=.1169/1349 WEBS 3-11=-33/305, 2-11= 724/996, 7-9=-1307/1506, 4-11=-740/575, 6-9=-585/716, 4-10=44/294, 6-10=460/378 NOTES- 1) Wind: ASCE 7-10; Vult=161mph (3-second gust) Vasd=125mph; TCDL=4.2psf;'BCDL=S.Opsf, 1=1511; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-1-0 to 13-7-5, Interior(1) 13-7-5 to 2644 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed fora 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 chard 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 557 Ito uplift at joint 8 and 494 lb uplift at joint 12. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 Q WARNMG- Verlfydeelgaparamefers end READ NOTES ON TNISAND MCLUDED MOMKREFERINCEPAGEMD747sl Fee. laIM32015aEFORE USE Design valid for use onlywlits 10700 connectors. Title design Is based only upon parameters shown. and Is for an Individual building component, not ��- a truss system. Before use, the building designer mustverify, the applicability of design parameters and property Incorporate Ns design Into the overall bdidingdeslgn. Bracing indicated Is to prevent bucWingofindvdualtruss 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 fine fobricotlon. storage. delivery, erectron and bracing of Moses and truss systems seeANSUVII Cuoilh Criers. DSB49 and SCSI Balding Component 6904 Parke East Blvd. Safety Infoenalimlavai olu a from True Plate Institute, 218 N. Lee Slreet, Suite 312. Alexantlda. VA 22314. Tampa. FL 33610 Job Truss Truss Type Cry Ply T18422162 2069267-PSLP-6004 B7 Half Hip Girder 1 7 Job Reference (optional) Builders First Source, Plall City, FL- 32555, 6.240 S Jul 14 2019 MI I eK Industries, Inc. Set Oct 19 U9:32:41 2Ul a vage 1 ID:IHNexneXlgc7kGE2fZNASlyjhkw.5A3zHeRb?MmXt8EXJHW DYy6P36UpLesw_9mrr7ynuLq 9-0-8 14-9-12 20.7-0 26.6.0 - 1-1-0 3-1-8 541-0 5.9-4 5.9-4 5. 1. Scale: 1/4'=l' NAILED NAILED NAILED NAILED NAILED 4x6 = M = 3x4 = 4.6 = 3x6 = 5x8 = 6.00 12 NAILED NAILED NAILED NAILED NAILED NAILED NAILED 3 16 17 18 4 19 20 21 5 22 23 6 24 7 25 26 278 ST1.5x8 STP= 4x12 - NAILED NAILED 3x4 = NAILED 6.12 MT20HS = NAILED 5x8 = NAILED 3x6 MT20HS II 3x6 II NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED &1-8 9-0-8 14.9.12 20-7-0 26-EO &1-R I 5-11-0 5-9-0 I 5-9-4 5-11-0 Plate Offsets (X Y)-- [4:0-3-8 0-1-8] [6:0-3-0Edge][10:0-3-8 0-2-81 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 ' TC 0.92 Vert(LL) 0.44 10-11 >721 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vart(CT) -0.5011-12 >630 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.90 HOR(CT) 0.10 9 file n1a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 144111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except* TOP CHORD 1-3: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* BOT CHORD 11-14: 2x4 SP M 31 WEBS WEBS 2x4 SP No.3 *Except* 2-14: 2x6 SP No.2, 8-10,4-13,7-11,5-12: 2x4 SP No.2 REACTIONS. (Ib/size) 9=2198/Mechanical, 14=201410-6-10 Max Hom 14=140(LC 5) Max Uplift 9=4461(LC 5), 14=4294(LC 5) FORCES. (lb) -Max. Camp./Max. Ten. -All tomes 250 (Ib) or less except when shown. TOP CHORD 23=-2116/1406, 3-4=-1898/1312, 4-5=-4317/2922, 5-7=-5107/3297, 7-8=-3617/2338, 8-9=-2078/1511, 2-14=-1938/1234 BOT CHORD 12-13=-2922/4317, 11-12= 3297/5107, 10-11=-2338/3617 WEBS 3-13=-235/584,2-13=-1327/2036,8-10=-2567/3980,4-13=-2709/1823,7-10=-1384/1065, 4-12=-95/688, 7-11=-1075/1670, 5-12=-886/437,5-11=376/352 Structural wood sheathing directly applied or 1-10-13 oc pudins, except end verticals. Rigid ceiling directly applied or 3-10-6 oc bracing. 1 Row at midpt 8-10, 4-13 NOTES- 1) Wind: ASCE 7-10; Vult=161 mph (3-second gust) Vasd=125rl TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 flat bottom chord live load nonconcu nent with any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 1461 It, uplift at joint 9 and 1284 lb uplift at joint 14. 8) 'NAILED" indicates 3-1Od (0.148'x3') or3-12d (0.148'x3.25') toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 380111 down and 225 Ib up at 15-11-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-2=-54, 23=-54, 3-8=-54, 9-14=-20 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 QWARNING-VetltytlesignpardmstsmanCREAD MOTES ON Dr/SANOINCLUDEDM?EKREFFAANCEPAGEMO74M3re. 102V42015BEFORE USE Design valid for use only with MOea connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into Me overall burdingdesign. Bracing Indicated a to prevent bucking ofIndividual tmsaweband/or chord members only, Additional temporory and pemomentbrocing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication. storage, delivery, erection and bracing of trusses and muss systems seeANSVIP11 CuaBM C thil DSB49 and BCSf Building Component Safety trrlOrmatlmnvaJabie from Truss Plate institute, 218 N. Lee Sheet Suite 312. Alexantlrio. VA 22 14. Tampa, FL 33610 b Tnus Truss Type Oty Ply F'2 T18422162 69267-PSLP-6004 B7 Half Hip Girder 1 1 Job Reference (optiona0 Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Sat Oct 19 09:32:41 2019 Page 2 ID:IHNeImeXlgc7kGE2fZNASlyjhkw-5A3zHeRb4MmXt8EXJHW DYy6PS6UpLeBw_9mrr7yRuLq LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 16=-81(F) 17_ 81(F) 18=-81(F) 19=-81(F) 20=-97(F) 21=-81(F) 22= 380(F) 23=32(F) 24=-86(F) 25=-91(F) 26=-90(F) 27=-98(F) 28=-137(F) 29=-33(F) 30=-33(F) 31=-33(F) 32=-33(F) 33=-93(F) 34=-109(F) 35= 24(F) 36= 159(F) 37=-105(F) 38=-94(F) 39= 33(F) 40=d0(F) ,&WARNING-Venrydesl9Gparemetem.d READNOTES ON THISAND INCLUDED MREKREPERANCEPAGEMX7473®v. IGUTAM15BUORE USE Design valid for use only with MRekO connectors. this design 6 based only upon parameters shown, and Is for an individual building component, not a truss system. Before use. Me building designer must verify Me applicability of design parameters antl properly Incorporate this design Into the overall burdingdesign. Bracing Indicated Is to prevent buckling of individual Muss web andfor chord members only. Additional temporary and permanentbracing MiTek' Is always required for stoblllty and to prevent collapse with possible personal injury and property damage. For general guldance regarding the storage, delivery, erection and bracing of trusses and truss systems seeANSVrPII CuaW CMrrGo, DS549 and SCSI Balding Component fi9o4 Parke East Blvd, Safely Infa mationavoiloble from Truss Plate lratute. 218 N. Lee Street. Suite 312. Alexandrlo. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply T18422163 2069267-PSLP-6004 C1 Common Girder 1 2 Job Reference (optional) Builders First Source, Flam City, FL - 32565, 8.240 s Jul 14 2019 MiTek Industries, Inc. Sat Oct 19 09:32:42 2019 Scale = 1:40.9 4x6 II )m ST1.5x8 STP= HTU26 HTU26 HTU26 HTU26 5T1.5x85TP= 5xG = 3x6 7x10 = 3x6 51 = HTU26 HTU26 HTU26 HTU26 LOADING (P91 SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.22 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumbar DOL 1.25 BC 0.51 Vertii -0.27 9-10 >875 240 BCLL 0.0 ' Rep Stress k or NO WB 0.63 Horz(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Mehl Weight: 2321b FT=20% LUMBER- BRACING- _ TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or3-4-15 oc pudins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 9-8-1 oc bracing. WEBS 2x4 SP No.3'Except' 4-9: 2x4 SP No.2 ' REACTIONS. (lb/size) 2=4572/0-7-10, 6=5913/0-7-10 Max Horz 2=137(LC 7) Max Uplift 2=-2642(LC 8), 6=-3087(LC 9) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 9420/5423, 3-4=-6560/3624, 4-5=-6565/3627, 5-6=-9396/4892 BOT CHORD 2-10=-4814/8286, 9-10= 4814/8286, 8-9=-422B/8297, 6-8=-0228/8297 WEBS 4-9=-0028/5543,5-9=-2840/1461,5-8=-1064/2478,3-9=-2827/1984, 3-10=-1590/2528 NOTES- 1) 2-plytruss to be connected togetherwith 10d (0.131°x3°) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASIDE 7-10; Vult=161 mph (3-second gust) Vasi125mph; TCDL=4.2pst BCDL=S.Opsf; h=15ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf 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 2642lb uplift at joint 2 and 30871b uplift at joint 6. 8) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 20-10dxl 112 Truss) or equivalent spaced at 8-0-0 oc max. starting at 5-9-4 from the left end to 13-9-4 to connect truss(es) to back face of bottom chord. 9) Use Simpson Strong -Tie HTU26 (20-11 112 Girder, 14-10dxl 112 Truss, Single Ply Girder) or equivalent spaced at 4-0-0 oc max. starting at 7-9-4 from the left end to 15-9-4 to connect tmss(es) to back face of bottom chord. 10) Use Simpson Strong -Tie HTU26 (20-10d Girder, 14-10dxl 1/2 Truss) or equivalent at 17-9-4 from the left end to connect trusses) to back face of bottom chord. Joaquin Velez PE No.66162 11) Use Simpson Strong -Tie HTU26 (20-10d Girder, 14-10dz1 1/2 Truss, Single Ply Girder) or equivalent at 19-9-4 from the left end to MiTek USA, Inc. FL Cart 6634 connect trusses) to back face of bottom chord. 6904 Parke East Blvd. Tampa FL 33610 12) Fill all nail holes where hanger is in contact with lumber. Date: LOAD CASE(S) Standard October 21,2019 O WABNWG-Vedty Eeslgnperamefersend HEADNOTESONTNISANDWCLUDEDMREKNEFENANCEPAGEM/74nmr 1n932015SEFOREUSE Design valid for use only with MUeM connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �� a truss system. Before use. Me building all must verify the applicability of design parameters and properly Incorporate this design Into the overall bulichgdosign. Bracing indicated b to prevent buciding of Individual truss web and/or chord members only,Atldlttonal temporary and permanent bracing b always regaired for stability and to prevent collapse with possible personal Inlury and property damage. For general gul once regarding the fabrica5on, storage, delivery. erection and bracing of trusses and truss systems seeAN5UIPIt QuapMryy Criteria. DSB49 and BCSI Building Componord Safoly Informakonwailable from Truss Plate Institute, 21B N. Lee street, Sulte 312. Alexontlrlo. VA 22314. MiTek' 6904 Palle East Blvd. Tampa, FL S3610 Job Truss Truss Type Of Ply T18422163 2069267-PSLP-6004 C1 Common Girder 1 2 Job Reference (optional) Builders First Source, Plant City, FL - 32565, 8.240 s Jul 14 2019 MiTek Industries, Inc. Sat Oct 19 09:32:42 2019 Page 2 ID:IHNexne%Igc7kGE2fZNASlyihkw-ZMdLU SDmguOVHpk_1 S5Afe4Wxm4Ah4DpWONZyFluLp LOAD CASE(S) Standard 1) Dead +Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-7— 54, 2-6=-20 Concentrated Loads (lb) Vert: 11=-2178(B) 12=-945(B) 13=-945(B) 14=-945(B)15=-949(B) 16=-945(B) 17=-945(B) 18=-1009(B) QWARNWO-Vedrydeal9eparamefe..d READ NOTES ON TN/SANDWCLUOEDM?EKBEFEBANCEPAGEM/474M... 111IM342015BEFOBE USE Deslgn volld for use only with Welds connectors. This design Is based only upon parameters shown, and Is for an IndMdual building component, not a truss system. Before use, the bustling designer must verity the appllcabllltv of design parameters and propetly Incorporate this design Into the overoll bullding design. Bracing Indicated is to prevent buckling of lndNidual 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 guldonce regarding the fobticotlon, storage. delivery- erection and bracing of trusses and muss systems, seeANSVTPB Quo' My Criteria, D3149 and ICSI Building Component 69o4 Papa East Blvd. Safety Inlolmptionavalloble from Truss Plate InsPoute, 218 N. Lee Street. Suits 31 Z Alexantld¢ VA 22314. Tampa, FL W610 Job Truss Truss Type City Ply T18d22164 2069267-PSLP-6004 C2 Common 3 1 Job Reference (optional) builders rlrst bourse, ream clry. VL- bzaou, b.241J s Jul 14 2019 MI I ex In0ustne5, Inc. Sat Oct 19 09:32:43 2019 Page 1 bxfi = Scale = 1:38.2 3x4 = 3x4 = 4 6 6GO 12 2x4 11 13 2x4 II 3 2x4 11 7 15 16 14 17 2 B 1 9 e �o 12 1T 10 i ST1.Sx8STP= 2zd 3xt2 MT20H5 _ 2x4 ST1.5xB STP= US= 4x6 = fi-8-4 13-11-12 20-8-0 8-&4 I 7-3-8 I 6-84 r LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 VBd(LL) -0.38 10-12 >626 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Ven(CT) -0.5710-12 >419 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.45 Hom(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.34 8-10 >715 240 Weight: 841b FT=20% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP M 31 'Except' 8-11: 2x4 SP No.1 WEBS 2x4 SP No.2 *Except' 5-13: 2x4 SP No.3 " REACTIONS. (lb/size) 2=885/0-7-10, 8=885/0-7-10 Max Horz 2=137(LC 11) Max Uplift 2=-362(LC 12), 8=-362(LC 13) Max Grav 2=991(LC 2),8=991(LC 2) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-43 oc purins. BOT CHORD Rigid ceiling directly applied or 2-2-O oc bracing. FORCES. (lb) - Max CompJMax. Ten. -All farces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1635/864, 3-4=-1295/901, 4-5= 362/598, 5-6=-363/597, 6-7=-1297/899, 7-8=-1633/861 BOT CHORD 2-12=-530/1358, 10-12=-530/1358, 8-10=530/1358 WEBS 4-13=-2040/1381,6-13=-2040/1381,7-10=0/535,3-12=0/543 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=161 mph (3-second gust) Vasd=125mph; TCDL=4.2pst BCDL=5.Opsf; h=15ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 10-4-0, Exterior(2) 10-4-0 to 16-4-0. Intedor(1) 16-4-0 to 21-8-0 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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-13, 6-13 7) Bottom chord live load (40.0 pso and additional bottom chord dead load (5.0 Pat) applied only to room. 10-12 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 362 Ib uplift at joint 2 and 362 lb uplift at joint B. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Dale: October 21,2019 O WARNING - Verily af.dm parametere and READ NOTES ON THIS AND INCLUDED AFMEK REFERANCE PAGE M&70Ta rev. IGAU2015 BEFORE USE De.9gn void for use only with M7elog connectors. This design Is based only upon parameters shown. and Is for an IntlNldual building component, not a truss system. Before use. the building designer must verify the appllcablllty, of tleslgn parameters and properly incorporate this tleslgn Into the overall building design. Bracing Indicated is to prevent bucking of hdMduN buss 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 fobdcotion storage, delivery, erection and bracing of trusses and tasss syefems, seeANSUmI1 puolBy CdteM, DSB-59 and BCSI Buldhp Component Safety Informotbrpvo0obla from Truss Plate Institute. 218 N. tee Sheet. Sure 312. Alexandria. VA 22314, MiTek' 69a4 Parke East Blvd. Tampa, FL 33610 Truss Truss Type city ply T18422165 LJob 2069267-PSLP-6004 C3 Hip 1 1 �J.Rcrfirrericeb (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Sat Oct 19 09:32:44 2019 Page 1 ID:IHNetmeXlgc7kGE2fZNASlyjhkw.VII5vgTTIH86kbz6__P3wAbkOuKZLYBKMg7?VSRyRuLn -1-0.0 4-10.4 B-2-0 11-6-0 15-&12 20-8-0 21-8.0 1.0.0 4-1U4 43-02 ~ 214 4_3 2 4-10-4 T Scale = 1:37.3 4x6 = 46 = ------- --- 3x4 = 5x6 = 4x6 = 4x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plata Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014. CSI. TC 0.53 BC 0.69 WE 0.17 Matrix-SH DEFL. in Vert(LL) -0.16 Ven(CT) -0.33 Horz(CT) 0.03 Wind(LL) 0.10 (too) Vdefl Ud 2-10 >999 360 2-10 >739 240 7 n/a rda 2-10 >999 240 PLATES GRIP MT20 244/190 Weight: 961b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-2 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-11-4 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=812/0-7-10, 7=812/0-7-10 Max Hom 2=-123(LC 10) Max Uplift 2=-395(LC 12), 7=395(LC 13) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1224/1229, 3-4=964/943, 4-5=-814/912, 56=-964/943, 6-7=-1224/1229 BOT CHORD 2-10=-953/1048, 9-10=-454/613, 7-9= 946/1048 WEBS 3-10=306/567, 4-10= 187/277, 5-9=-187/277, 6-9= 306/567 NOTES- 1) Unbalanced Fact live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=161mph (3-second gust) Vasd=125mph; TCDL=4.2pst BCDL=5.Opst h=15N; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0. Interior(1) 5-" to 9-2-0, Exterior(2) 9-2-0 to 19-11-13, Interior(1) 19-11-13 to 21-8-0 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 ponding. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live (cads. 5) ' 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 395 lb uplift at joint 2 and 395lb uplift at joint 7. Ig Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parka East Blvd. Tampa FL 33610 Date: October 21,2019 O WARNING- VerllydesiyRperdme1v..d READNOTESON WXMDPICLUDEDMREKREFE1vANCEPAGEM67M.. faN1¢015BEFOREUSE Design valid for use only with MBeM connectors. IDB deAgn o based only upon parameters mown, and Is for an IndNitlual bustling component, not �,- a truss system. Before use, the building designer must verify the appllcabllity of design parameters and properly Incorporate this design Into the overall bulltling design. Brocing lndlcWed is to prevent bucWhg of individual truss web and/or chord members only. Addflonal temporary and Permanent bracing MiTek' Is always required for stabliity and to prevent collapse with possible personal Injury and property damage. For general guidance recording me fi904 Parke East Blvd. fcbrlcaHon. storage. delivery. erection and bracing of trusses and muss systems sesANSVB'II Qua®vBtM p, DS6-09 and B= auldhp Compon"t Safety Informalbspvpllable from Truss Plate Instlk0e, 21 B N. Lee sheet. Sufle 312. Alexandria. VA 22 14. Tampa, FL 33610 Job Truss Truss Type pty Ply T18422166 2069267-PSLP-6004 C4 Hip Girder 1 1 Job Reference (optional) CWIaom cast Source, vim ulty, FL- uzb86, 8.240 s Jul 14 2019 MiTek Industries, Inc. Sat 00 19 09:32:46 2019 Al Scale=1:37.6 6x8 i 5x6 Q 3 11 12 13 4 ST1.Sx8 STP= NAILED 2x411 NAILED NAILED 4x6= 3x4= NAILED ST1.5x8 STP= 3x6 = NAILED NAILED NAILED 3x6 = LOADING (psf) SPACING- 2-0-0 CSL DEFL, in (Joe) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.67 Vert(ILL) 0.31 2-9 >775 240 MT20 244/190 TCDL 7.0 I Lumber DOL 1.25 BC 0.97 Veri(CT) --0.31 2-9 >764 240 BCLL 0.0 ' Rep Stress ]net NO WB 0.24 Hoa(CT) 0.06 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Mardi Weight: 88 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 4-0-B oc puffins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-8-3 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=155410-7-10, 5=1555/0-7-10 Max Ho¢ 2=-99(LC 6) Max Uplift 2=-976(LC 8), 5= 975(LC 9) FORCES. (lb) - Max Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2613/1585, 3-4=-2273/1514, 4-5_ 2617/1584 BOT CHORD 2-9=-1364/2251, 7-9=-1365/2269, 5-7=-1308/2254 WEBS 3-9=-31/613,4-7=-45/619 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=161mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=S.Opsh h=15ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantllever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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 36-0 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 beading plate capable of withstanding 976 lb uplift at joint 2 and 975 lb uplift at joint 5. 7) "NAILED' indicates 3-10d (0.148'x3') or 3-12d (0.148'x3.25') toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 136 lb down and 202 lb up at 7-2-0. 114 Ito down and 201 lb up at 9-0-12, 114 lb down and 201 lb up at 10-4-0, and 114 lb down and 201 lb up at 11-7-4, and 136 lb down and 202lb up at 13-6-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). m �d LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-3= 54, 34=-54, 46=-54, 2-5=-20 Concentrated Loads (lb) Vert: 3=-114(F) 4=-114(F) 81 9=-56(F) 7=-56(F) 10=-75(F) 11=-114(F) 12=-114(F) 13=-114(F) 14=-75(F) 15=-242(F) Joaquin Velez PE No.68182 16=-56(F) 17=-56(F) 18=-242(F) MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 ,QWARNING- Ved/ydeelgnpa Oorsend READNOMSONWISAND/NCLU0ONM KREFERANCEPAGEMR7413rev. iGTokauss FOREUSE Design volid for use only with Mitek0connectors. this design Is based any upon parametersshown, and Is for an Individual building component, not a puss system. Before use, Me building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building desgn. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always requited for stability and to prevent collapse with possible personal Injury antl property damage. For general guidance regarding Me fabrication storage. delivery, erection and pacing of trusses and tens systems seeANS1/1PD Qua aty Criteria,DS689 and DCSI Balding Component Sably krl0rmatbrravouoble tram Truss Rate Institute, 218 N. We Sheet Sure 312 Alexandria VA 22314. ��- MiTek' 69M Parke East FEW. Tampa, FL 33610 Job Truss Truss Type Oty Ply T18422167 20fi9267-PSLP-6004 CJ1 Comer Jack 16 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 a Jul 14 2019 MiTek Industries, Inc. Sat Oct 19 09:32:46 2019 Page 1 ID:IHNexneXlgc7kGE2fZNASlyjhkw.SessKMVkpvOq_v7V6g6OFOgSJ7PV07Sf8RUcWKyRuU -1-0-0 1-0-0 1.0-0 1-0.0 Scale -1:7.0 2x4 = ST1.Sx8 STP= Plate Offsets(XY)- f2:Od-4Edgel LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 2 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 rda n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.00 2 "" 240 Weight: 5 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 cc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (lb/size) 3=-e/Mechanical, 2=12510-7-10, 4--9/Mechanical Max Harz 2=54(LC 12) Max Uplift 3=-B(LC 1), 2=-82(LC 12) Max Grav 3=22(LC 8). 2=125(LC 1), 4=18(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=161mph (3-second gust) Vasd=125mph; TCDL=4.2psh BCDL=S.Opsf; h=15ft; Cat. II; Exp D; Encl., GCpl=0.18; MWFRS (envelope) and C-C Exterior(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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 It, uplift at joint 3 and 82 lb uplift at joint 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cent 6634 8904 Parke East Blvd. Tampa FL 33810 Date: October 21,2019 Job Truss Truss Type 09' Ply T784221fi8 2069267-PSLP-6004 CJ2 Comer Jack e t Job Referencelogtional owners rind causes, rim s.ny, 11- azaoo, 2x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vart(LL) -0.00 2 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 2 >999 240 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-P Wind(LL) 0.00 2 •'•• 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=19/Mechanical, 2=129/0.4-0, 4=15/Mechanical Max Hom 2=70(LC 12) Max Uplift 3=-33(LC 12), 2=-77(LC 12) Max Gray 3=22(LC 19), 2=129(LC 1), 4=29(LC 3) FORCES. (Ib) - Max. Comp✓Max. Ten. -All forces 250 (lb) or less except when shown. Sol =1:8.3 PLATES GRIP MT20 244/190 Weight: 7lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-6-0 as puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 Go bracing. NOTES- 1) Wind: ASCE 7-10; Vult=161mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed; end vertical left elposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed 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.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard 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 33 Its uplift at joint 3 and 77 Ib uplift at joint 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 QWARNING-Verilyd s1gmpe+smer1..dREADN0TES ON MBANDINCLUDWMN REFERANOEPAGEM614Jarex. 1003A715B£FORE USE. Design void for use only with MiTek® connectors. This design Is based only 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 lndeated is to bucking individual truss web members only. Additional temporary and permanent bracng MiTek' prevent of and/or chord Is always required for stability antl to prevent collapse wpm possible personal Iniury and property damage. For general guidance regarding the eeoa Parket Blvd. e East East0 fabrication. storage. delivery, erection and bracing of musses and truss systems. seeANBVTPIT Quietly Criteria, DSBd9 and BCSI Building Component Tampa, SMety Infa nnrbrlaooiloble horn Truss Rate Institute, 218 N. Lee Sheet. Suite 31Z Alexandria. VA 22314. Job Truss Truss Type OtY Ply T18422169 2069267-PSLP-6004 CJ3 Comer Jack 8 1 Joh Reference o liana[ Builders First Source, Plant City, FL - 32566. 8.240 s Jul 14 2019 MiTek Industries, Inc. Sat Oct 19 09:32:48 2019 Page 1 ID:IHNemeXlgc7kGE2f7NASlyjhkw-OW_cl2W LWeXDDHtOF8sKRvnnx4vUOxybk2jbDyRuLj 3.0.0 1-0.0 3.0.0 Scale: 1'=1' 3x4 = ST1.Sx6 STP= 3-0.0 3-0-0 Plate Offsets (x Y)— r2:0-4-4 0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.21 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Wind(LL) 0.00 2 "" 240 Weight: 11 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structure[ wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2x4 SP No-2 BOT CHORD Rigid ceiling directly applied or 10-0-0oc bracing. REACTIONS. (lb/size) 3=53/Mechanical, 2=186/0-7-10, 4=26/Mechanical Max Horz 2=114(LC 12) Max Uplift 3=-80(LC 12), 2=-97(LC 12) Max Grev 3=53(LC 1), 2=186(LC 1).4=52(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=161 mph (3-second gust) Vasd=125mph; 7CDL=4.2pst BCDL=5.Opsf; h=15ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (envelope) 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) This truss has been designed for a 10.0 pal bottom chord live load nonconcument 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 801b uplift at joint 3 and 97 lb uplift at joint 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cad 6634 6984 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 Q WARNING. VedfydeS19npmsmemnsend REAONOTES ON WISANOINCLUOEOMIFEKREENANCEPAGEUX74nmv. 1hDY1a156EFOAEUSE Design valid for use only with MRek® connectors. ll design Is based only upon parameters shown, antl Is for an Individual building component, not a truss system. Before use, the building tleAgner must verify the appllcobllity of design parameters and properly Incorporate this deslgn Into the overall builtling design. Bracing Indicated is to bucbing of IndlNdud hussweb and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse wlth possible personal Injury and property damage. For general guidance regarding the storage, dalNery, erection and bracing of trusses and muss systems, seeANSWII Gual1M CrBoM, DSIM9 and SCSI Building Component 6904 PeAee East Blvd.fabdcatlon, Safety Informatbmvailable from Truss Plate Institute, 218 N. Lee Sheet, Sulte 312, Alexandria. VA 22314. Tampa, FL 33810 Job Truss Truss Type Oty, Ply T18422170 2069267-PSLP-6004 CJ5 Comer Jack 4 1 Job Reference (optional) Builders First Source, Plant Gity, FL - 32555, a.zeu s dw i4 eu le mi r ek inuwu res, era. oar va i 5 va.oa.4u• =s= I D:IHNeme%Igc7kGE2fZNASlyjhkw-O W _cl2W _LW exDDH[DF8sKRvlpx17UOxybkzjbDyRuLj -1-0-0 5.0.0 1-0-o 5.0-0 Scale = 1:19.2 3.6 = STI.5x8 STP = LOADING (pall SPACING- 2-0-0 CS'. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Ve 1(CL) -0.03 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-P Wind(LL) 0.00 2 •••• 240 Weight: 181la FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No-2 REACTIONS. (lb/size) 3=115/Mechanical, 2=252/0-7-10, 4=46/Mechanical Max Horz 2=174(LC 12) Max Uplift 3=-153(LC 12), 2=-117(LC 12) Max Gmv 3=115(LC 1), 2=252(LC 1), 4=92(LC 3) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 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 directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=161 mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and fight exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcument 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 lass to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 153 lb uplift at joint 3 and 117 Ib uplift at joint 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 669 69D4 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 Q WARNING -Vd1y Ces1gnparametersanLREAONO7ES ON TNISANOINCLUOEOM?EKREFERANCEPAGEMIP74MMK TDTN2016BEFORE USE ��- Design valid for use only with M6ea connectors. litls design Is based only upon parameters shown, and Is for an IndMdual building component, not a truss system. Before use, the buiding designer must verify the applicability of design parameters and properly Incorporate this design Into Me overall building design. Bracing Indicated is to prevent bucklhg of Individual truss web and/or chord members only. Additional temporary and permanent brocing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fabrication, storage, delivery, erection and bracing of trusses and muss systems. seeANSVmit CuolBv CmeM. DSB49 and SCSI Building Component 69M Palle East Blvd. Safely Informations loble from Truss Note InsM1Me.218 N. Lee Street Suite 312, Nexandflo, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply T18422171 2069267-PSLP-6004 D1 Hip 1 1 Job Reference o [tonal Builders First Source, Plant City, FL - 32566, 8.24U s Jul 14 2019 MI I ex Industries, Inc. Sal V cl 19 U9:32:49 2019 rage 1 ID:IHNemeXlgc7kGE22NASlyjhkw-sjY_yNXc6gmOrMs4nzf5le5mv W cDSY6gOiG7yRuU -1-0-0 4-11-0 12-9-0 17-8-0 18-8-0 n 1-0-0 4-11-0 I 7-10.0 4-11_0 1.0-0 3 4x6 = 5x8 = 4x6 = 46 = Scale:3/8'=1' LOADING (pst) SPACING- 2-M CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.96 Vert(LL) -0.08 7-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.17 7-9 >999 240 BCLL 0.0 ' Rep Stress ]nor YES WB 0.11 Hom(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 MatdxSH Wind(LL) 0.05 7-9 >999 240 Weight: 76 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 or, puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-10-5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=701/0-7-10, 5=701/0-7-10 Max Horz 2=72(LC 11) Max Uplift 2=-308(LC 12), 5=-308(LC 13) FORCES. (lb) - Max. Comp./Max: Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1084/999, 3-4=-916/993, 4-5=-1084/998 BOT CHORD 2-9= 700/907, 7-9=-697/916, 5-7=-716/908 WEBS 3-9=0/277, 4-7=0/277 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=161 mph (3-second gust) Vasd=12511 TCDL=4.2pst; BCDL=S.Opst; h=15ft; Cat. II; Exp D; Encl., GCpi=0.18: MW FRS (envelope) and C-C Exterior(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 3) Provide adequate drainage to prevent water pending. 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 308 lb uplift at joint 2 and 308 Ib uplift at joint 5. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cod 66M 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 Q WARNWG- Verify dewignparamelersend READNOTES ON MSANDWCLUDEDMITEKREFERANCEPAGEMIF7473reV. 1WDaQ015DEF0RE USE Design valid for use only with MnekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��- a truss system. Before use, the building designer must ver Me applicability of design parameters and properly Incorporate this design Into me overall building design Brc ing indicated is to buckling Individual buss web chord members only. Additional temporary and permanent bracing MiTek' prevent of and/or Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East BNd. fabrication, storage, delivery, ereceon and bracing of trusses and truss systems, saaANSVIPII Quality Criteria. D5549 and BCSI Building Component Safely Informationavallable from Truss Plate Immure, 218 N. Lee Street, Suite 312. Alexandro, VA 22314. Temps, FL 33610 Jab Truss Truss Type City Ply T18422172 2069267-PSLP-6004 D2 Roof Special Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Sat Oct 19 09:32:50 2019 Scale = 1:32.8 46 = NAILED JX4 = JX4 = Jx4 = 3.4 = NAILED 3x4 = 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 Inor NO Code FBC2017/rP12014 CSI. TC 0.40 BC 0.74 WB 0.46 Matdx-SH DEFL. Ve I(CL) Vert(CT) Horz(CT) Wind(LL) in floc) Well Ud -0.12 10-12 >999 360 -0.2310-12 >908 240 0.04 7 n/a n/a 0.19 10-12 >999 240 PLATES GRIP MT20 244/790 Weight: 801b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-2-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=780/0-7-10, 7=799/0-7-10 Max Horz 2=-68(LC 6) Max Uplift 2=-403(LC 8), 7=-515(LC 9) FORCES. (Ib) -Max. Comp./Max Ten. -All forces 250 (Its) or less except when. shown. TOP CHORD 2-3=-1238/679, 3-9=-1167/675, 4-5=-2188/1433, 5-6=-11221752, 6-7=-1281/800 BOT CHORD 2-12=-47311034, 10-12=-1051/1874, 9-10=-1319/2188, 7-9=-621/1079 WEBS 3-12=-513/910, 4-12=-11321787,4-10=-312/391, 5-9=-1132/723, 6-9=-179/440 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=161mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 fast 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 403 lb uplift at joint 2 and 515 lb uplift at joint 7. 7) "NAILED' indicates 3-1 Did (0.148"4") or3-12d (0.148'x3.25") toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 94 lb down and 1191b up at 14-9-0 on top chord, and 15 Ib down at 14-6-15, and 23 lb down at 14-9-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-3=-54, 3-4=-54, 4-61 6-8=-54, 2-7=-20 Concentrated Loads (lb) Vert: 6=-O(B) 10— 5(B) 9=-14(B) 14=-152(B) 15=-5(B) m to Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cart 6634 6904 Paris East Blvd. Tampa FL 33610 Date: October 21,2019 Q WARNING -yedrydes/Snparaindersaed READ NOTES ON TNL MDMCLUOEDMm KREFERANCEPAGEMX7473mv TG=Nsr5BEFORE USE Design valid for use only wah MgekO connectors. This design Is based only upon parameters shown, and Is for an indlOdual building component, not ��- a truss system. Before use, he building d"gner must verify the oppllcabYlty of design parameters and property Incorporate this design Into he overall bulltling design. Bracing Indicated is to prevent bustling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stabllity and to prevent cellulose with possible personal Injury and property damage. For general guldance regarding the fabrlca6on, storage. delivery, erection and brachg of trusses and truss systems seeANSIl"I CuT2 Criteria. DSB49 and ISC51 Balding Component Safety Inforrrlallonavoilable from Trust Plate Irsslitute. 218 N. Lee Sheet Suite 312. Alexontltlo. VA 22314. MiTek- 69N Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply TI8422173 2069267-PSLP-6004 CIS Common 1 1 Job Reference footiona0 auwmera nor ruin illy, r - ocaoo, o.G4u s dN I9 Lule ml1 en Inausmes, Inc. bat uct tB uv:JZ:01 zuty Scale = 1:21.0 4x6 = 3 ST1.5x8 STP= nl4 11 4x6 = 46 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in. floc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.45 Vert(L-) -0.01 4-5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Verl -0.03 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matdx-SH Wind(L-) 0.03 4-5 >999 240 Weight: 34lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=320/Mechanical, 2=40210-7-10 Max Horz 2=74(LC 16) Max Uplift 4=-154(LC 13), 2=-210(LC 12) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-448/534, 3-4=-442/524 BOTCHORD 2-5=-321/344, 4-5=-321/344 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 9-5-5 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE7-10; Vult=161 mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL='5.Opsf; h=15ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(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 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Peter to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 154 lb uplift at joint 4 and 210 lb uplift at joint 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 O WARPING- VeritydeSgapsrramelersand READNOTES ON THIS AND INCLUDED MTTEKREFERANCE PAGE MX7473mx. 1003,2015BEFORE USE Design void for use only with Mnel0connecters. lhis design b based only upon parameters shown, and Is for on individual building component, not 0 host system. Before use, the building angrier must verify the applicability of design parameters and property Incorporate this de9gn Into the overall building design, Bracing Indicated is to prevent buckling of Individual hum web and/or chord members only. Additional temporary and pemionerd 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 hum systems, seeANSVTPl1 GuolNy Creedal, OSB49 and SCSI Building Component mformabor ovaliabie from Truss Plate Institute, 218 N. Lee Sheet. Suite 312. Alexantldo. VA 22314. ��- MiTek' 6904 Parke East Blvd.Safety Tampa. FL 33610 Job Truss Truss Type Of Ply ply T18422174 2069267-PBLP-6004 D4 Common 1 1 Job Reference (optional) o.zvasJm wzora Miiexmousmes,mc. aatumlauw: z:bzzwu I 46 = 3 Scale = 1:21.9 ST1.5xe STP=9 �� ST1.5x8 STP= 4.6 = 4x6 = LOADING goal) SPACING- 2-" CS'. DEFL. in (too) Ildell L/d TCLL 20.0 Plate Gdp DOL 1.25 TC 0.40 Vert(LL) -0.01 2-6 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.02 2-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00- 4 rda n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-3H Wind(LL) 0.02 4-6 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=387/0-7-10, 4=387/0-7-10 Max Horz 2=68(LC 11) Max Uplift 2=-204(LC 12), 4= 204(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-410/461, 3-4=-410/461 BOT CHORD 2-6=-205/310, 4-6=-205/310 PLATES GRIP MT20 244/190 Weight: 3611c FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=161 mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (envelope) 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 204 lb uplift at joint 2 and 204lb uplift at joint 4. Io Joaquin Vela PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 Job Truss Truss Type pry ply T18422175 2069267-PSLP-6004 D5 Common Supported Gable 1 1 Job Reference (optional) aunaers rum ooume, rlant ury, VL- 32b6E, 8.240 s Jul 142019 MiTek Industries, Inc. Sat Oct 19 09:32:53 2019 Scale = 1:20.5 46 = Io 3x6 2z4 11 2x4 11 2x4 11 34 LOADING (psf) SPACING- 2-0-0 CS]. DEFL in (lac) Weil Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 6 ntr 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 6 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.15 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 391b FT=20% LUMBER- BRACING- I TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 9-2-0. (lb) - Max Horz 2=68(LC 11) Max Uplift All uplift 100111 or less atjolnt(s) 2, 6 except 10=-148(LC 12), 8— 147(LC 13) Max Gmv All reactions 2501b or less at joinf(s) 2, 6, 9, 10, 8 FORCES. (lb) - Max CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 3-4= 75/290, 4-5=-74/289 WEBS 3-10=-177/513, 5-B=-177/513 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=161mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) zone; cantileverlett and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 Do. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 2, 6 except Ot=lb) 10=148, 8=147. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joints) 2, 6. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 AWARNING -VedrydesrgnpmametenendREADNOTES ONTN/SANOINCLUDED MITEKREFERANCEPAGEM/N47are. I&VIVOISB£FOREUSE. Deslgn valid for use only with MRek® connectors. This design Is based only upon parameters shown, and Is for an Individual bu0ding component, not a truss system. Before use, the building designer must verity the appllcablity of design parameters and properly Incorporate this design Into the overall bulltlingdesign. Bracing indicated a to prevent buckling oflntlNldualtruss web and/or chord members only. Adtllflonoitamporory and permanent bracin8 Is always required for stablllty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobricotlon, storage. delivery. erection and bracing of trussfi es and rs systems seeANSUmI1 Quay Cetera, D3549 and BCSI Building Component Safety Informalbw rolloble from Trussate Institute, 218 N. Lee Street. Suite 312, Alaxantlrio. VA 22314. �� MiTek- 6904 Parke Ent East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply TI8422176 2069267-PSLP-6o04 EJ2 Diagonal Hip Girder 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 Mil Industries, Inc. Sat Oct 19 09:32:54 2019 Page 1 MI8 Scale = 1:11.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (foe) Wall Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Ven(LL) -0.01 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.02 2-4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n1a n/a BCDL 10.0 Code FBC2017yrP12014 Matdx-P Wind(LL) 0.00 2 "•• 240 Weight: 141b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=69/Mechanlcal, 2=234/0-5-5, 4=34/Mechanical Max Hoa 2=120(LC 4) Max Uplift 3=-86(LC 8). 2=-223(LC 4) Max Grey 3=91(LC 29), 2=234(LC 1), 4=67(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=161mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=5.Opsf; h=15fl; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 lost bottom chord live load nonconcument with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=223. 6) 'NAILED' indicates 3-1Od (0.148'x3') or 2-12d (0. 1 48'x3.25') toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3= 54, 24=-20 Joaquin Velez PE No.68182 MlTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: October 21,2019 AWARNWG-Verity design parameters end READ NOTES ON MIS AND INCLUDED MREKREFERANCEPAGE MX74Mnev.1M3/L015BEFORE USE Design valid for use only with Mi connectors. This design Is based only upon parameters shown, and Is for an IndNldual building component, not �� a hum system. Before use, the building designer must verify Me applicability of design parameters and property Incorporate this design Into the overall bullding tleslgn. Bracing Indicated a to prevent budding of individual hum web and/or chord members only. Additional temporary and permanent bracing M!Tek' a always required for stobllity antl to prevent collapse wIM possible personal Injury and properly damage, For general guidance regarding me fabrication, storage. delivery, erection and bracing of hisses and huss systems seeANSVIPll Quo' CdferO, OSS419 and BCSI Building Component 6904 Parke East Blvd. Safety Informalbrxrvciable from Truss Plate institute, 218 N. Lee Shoat Suite 312. Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type Oly Ply T18422177 2069267-PSLP-6004 EJ3 Jack -Open 3 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 a Jul 142019 MiTek Industries, Inc. Sat Oct 19 09:32:642019 Page 1 ID:IHNemeXlgc7kGE21ZNASlyjhkw-DgLt75blWOhxekl aW FGai9oGM7OukRry01 osyRuLd -1-0-0 2-11.0 1-0-0 - - 2.11.0 —� Scale: 1'=1' 3x4 = ST1.5x8 STP= Plate Offsets (X Y)— [2:0-4-4 0-0-41 LOADING (psf) SPACING- 2-0-0 CS]. DEFL, in (too) Vdefl Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(ILL) -0.00 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Ven(CT) .0.00 2.4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hom(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.00 2 "" 240 Weight: 11 Its FT=20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=50/Mechanical, 2=183/0-7-10, 4=25/Mechanical Max Hom 2=111(LC 12) Max Uplift 3=-76(LC 12), 2=-96(LC 12) Max Grant 3=50(LC 1), 2=183(LC 1), 4=51(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oo bracing. NOTES- 1) Wind: ASCE 7-10; Vult=161mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(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) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 ,&WARNING-Vedfydeaf9nparameteraendREAONOTES ON MIS AND INCLUDED MITEKNEFERANCEPAGEMX74 nr. 1o1%b!e1SREFOREUSE Deslgn valid for use only with Mneld9 connectors. This design Is based only Upon parameters shown and Is for an Inc yldual bullding component, not ��- a Huss system. Before use, the building designer must verity the opplicabllify of design parameters and properly Incorporate this design Into the overall builtling design. Bracing Indicated Is to prevent buckling of Individual tr ssweb and/or chord members only. Additional temporary and permanent bracing MiTek' k always required for stololty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabticotbn storage, daN91y, erectlon and bracing of frusses and truss systems seeANSVR81 Quality Criteria. DSB-69 and BCSI Bultllep Component 6904 Parise East BNd. Safety Informotioncvalloble from Truss Plate Institute, 218 N. We Street, Suite 312 Alexantlrla, VA 22314. Tempe, FL 33610 Jab Truss Truss Type City Ply T18422178 2069267-PSLP-6004 EJ4 Jack -Open 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Sat Oct 19 09:32:57 2019 Page 1 ID:I HNemeXlgc7kGE22NASlyjhkw.dF1 Od6ddEHnGobTeFeozCKnE1 Z5z54eHgeehPByRuLa -1-0-0 4.6-0 5-0.0 1-0-0 4-6-0 0.6-0 Seale = 1:15.8 ST1.5x8 STP= 2x4 II 3x6 = 2-7.8 4-GO 60.0 2-]-8 1-1be QB-0 Plate Offsets(XY)— (2:0-6-00-"l LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Ven(LL) -0.03 2-6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(CT) --0.06 2-6 >970 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horil 0.01 4 n/a Na BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.02 2-6 >999 240 Weight: 21 Ile FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=12IMechanical, 2=252/0-7-10, 5=149/Mechanical Max Horz 2=162(LC 12) Max Uplift 4= 11(LC 8), 2= 123(LC 12), 5=d08(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-169/331 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=161 mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and Fight 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) 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 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of tress to bearing plate capable of withstanding 1001b uplift at joint(s) 4 except (jt=lb) 2=123, 5=108. Joaquin Velez PE No.60102 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 Q WANN&G-Vedry EeslgnperemelemmdREADNO]ES ON TN/SANDWCLUOEOMREKBEFENANCEPAGEMX7S rev. 10=2015BEFOAE USE void for use oNywlm MI aM connectors. This design Is based only upon parameters shown, and 6 for an individual building component, not wit a truss system. Before use, the building designer must verify Me applicablllty of design parameters and properly Incorporate MI5 tlesign Into Me overall building design. Bracing indicated b 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 Inlury and property damage. For general guidance regarding Ma storage, delivery, erection and bracing of trusses and truss systems seeMSVWII Quality Cdfeda. D311-0e and SCSI Building Component 6904 Parke East Blvd.fabrication, Safety InformctbrnvaJobie from Truss Plate Instkute. 218 N. Lee Sheet Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Tess Truss Type Oty Ply T18422179 2069267-PSLP-6004 EJS Jack -Open 14 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 3x6 = ST1.5x8 STP= 8.240 s Jul 14 2019 MiTek Industries, Inc. Sat Oct 19 09:32:58 2019 Page 1 ID:IHNexneXlgc7kGE2fZNASly)hkw-5RbOrSeF?bv7012op W CkYKMHzRKgY00ulOFxeyRuLZ Scale=1:17.0 Plate Offsets (X,Y)— 12:0-6-4.0-0-101 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.72 Ven(LL) -0.03 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Ven(CT) -0.05 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 rVa n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Wind(-L) 0.00 2 "" 240 Weight: 181b FT=20% LUMBER - TOP CHORD 2x4'SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=115/14echanical, 2=252/0-7-10, 4=46/Mechanical Max Horz 2=174(LC 12) Max Uplift 3=-153(LC 12), 2=-117(LC 12) Max Grant 3=115(LC 1), 2=252(LC 1), 4=92(LC 3) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 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 directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=161 mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=S.Opsf; Irl Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(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) This truss has been designed for a 10.0 pat bottom chord live load nonconcurmm 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 beating plate capable of withstanding 100lb uplift at joint(s) except (jt=1b) 3=153, 2=117. Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cad 6634 6304 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 Q WARNING -Vedtydesign,.atenend RE4ONerES ON TN/SANONCLUOEOMREKNEFENANCEPAGEM 74Tlre, 1003,20159EFOBE USE ��- Design valid for use only with Ml connectors. This design Is based only upon parameters shown and is for an IndMtlual building component, not a truss system. Before use, ma building designer must verify ma applicoblltly, of design parameters and prope6y Incorporate this design Into Me overall building tleslgn. Bracing Indicated is to prevent buckling of individual tns; web and/or chord members only, Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse wlm possible personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss system% seeANSVIPII GuNpy Cahill D3049 and SCSI Building Component 69M Pa*e East Bind. Safety Infornallonovollabl s from Truss Plate InsItnte, 218 N. Lee Street. Suite 312, Mexondrla. VA 223 W. Tempe, FL 33610 Job Truss Truss Type Ory Ply T78422180 2069267-PSLP-6004 EJ6 Half Hip Supported Gable 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 6.240 s Jul 14 2019 MiTek Industries, Inc. Sat Oct 19 09:33:00 2019 3x6 = 3x6 11 2x4 II 3 4 5 3xe = 2x4 II 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 TCDL 7.0 Lumber DOL 1.25 BC 0.11 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH DEFL. in (too) Vdefl Lrd Vert(LL) 0.00 1 n/r 120 Ven(CT) 0.00 1 n/r 120 Horz(CT) -0.00 6 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 6=3115-8-8, 2=180/5-".7=254/5-8-8 Max Horz 2=104(LC 12) Max Uplift 6= 37(LC 8), 2=-99(LC 12), 7=-129(LC 9) Max Gmv 6=42(LC 24), 2=180(LC 1), 7=254(LC 1) FORCES. (Ib) - Max CompJMax. Ten. -All forces 250 (Ib) or less except when shown. WEBS 4-7= 2197714 ' Scale = 1:13.2 PLATES GRIP MT20 244/190 Weight: 22 lb FT=20% Structural wood sheathing directly applied or 5-8-8 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=161 mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=S.Opst h=15ft; Cat. II; Exp D; Encl.. GCpi=0.18; MWFRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2 except (jt=lb) 7=129. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: October 21,2019 Job Truss Truss Type City Ply T18422181 2969267-PSLP-6004 EJ7 Jack -Open 2 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 4x6 = ST1.5x8 STP = 8.240 s Jul 14 2019 MiTek Industries, Inc. Sat Oct 19 09:33:08 2019 Page 1 ID:IHNeImeXlgc7kGE2RNASly)hkw-oNCAxtmXef9idHpIOSVY6fk0371TA3wCspml2yRuLP Scale a 1:24.8 Plate Offsets (X Y)-- f2:0-0-4 Edael LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Ven(LL) -0.08 2-4 >983 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Ven(CT) -0.18 2-4 >438 240 SCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC2017ITP12014 MatdxSH Wind(LL) 0.17 2-4 >464 240 Weight: 24 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS, (Ib/size) 3=161/Mechanical, 2=323/0-7-10, 4=77/Mechanical Max Horz 2=235(LC 12) Max Uplift 3=-194(LC 12), 2— 142(LC 12) Max Gran, 3=161(LC 1), 2=323(LC 1), 4=121(LC 3) FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 8-10-14 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=161 mph (3-second gust) Vasd=125mph; TCDL=4.2pst BCDL=5.Opsf; h=15tt; Cat. 11; E1p D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0. Intenor(1) 5-0-0 to 6-11-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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-M 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 100lb uplift at joint(s) except Qt=lb) 3=194,2=142. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 Q WARNING -yerlty deslanperemetersend REAe NOTES ON WISM12NCLUOEOMREKNEFERANCEPAGEMR7413 rev. 10=201SBEFOREUSE Design void for use only with MReM connectors. This deskin Is based only upon parameters shown, and Is for an IncMducl building component, not ��- a huss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design Into the overall building design. Bracing Indicated is to prevent bucking of Individual buss web and/or chord members only. A dlioncl temporary and pennonent bracing MiTek' is always recid ed for stablllty and to prevent collapse with possible personal mNry and property damage. For general gultlonce regarding the storage delivery, erection and bracing of trusses and truss systems. seeANSVTRI Qua' ttyy Clinks, G39419 and SCSI Sulding CompoMnl Safety Infar naftsi avciloble from Truss Rate Institute, 218 N. Lee Sheet. Suite 312. Alexantltlo. VA 22314. 6904 Palle East Blvd.fobricatlom Tampa, FL 33610 Jab Truss s Type city Ply T18422182 *69267-PSLP-6004 EJ31 LM,:opitchGirder 1 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 a Jul 142019 MITek Industries, Inc. Said Oct 1909:32:bb 2U19 rage 1 ID:IHNeImeXlgc7kGE21ZNASlyjhkw-hsvFDRcNigW YZHJE7DmV6vi7ilOmdBg_CK9aKJyRuLc 2x4 = 2x4 11 Scale: 1'=1' ST1.5xB STP= 2-11-0 2.11.0 Plate Offsets (X Y)-- f1:0-1-4 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.11 Vert(LL) 0.01 1-3 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.02 1-3 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Hori 0.00 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 11 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=310/0-7-10,3=172/Mechanical Max Horz 1=86(LC 8) Max Uplift 1=-146(LC 8). 3=-121(LC8) FORCES. (Ile) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=161mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Eery D; Encl., GCpj=0.18; MWFRS (envelope); 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 He uplift at joint(s) except (jt=lb) 1=146, 3=121. 6) 'NAILED' indicates 3-1 Did (0.148'x3') or 3-12d (0.148'4.25°) toe -nails per NDS gujdlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2— 54, 1-3=-20 Concentrated Loads (lb) Vert: 4= 300(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 3361D Date: October 21,2019 Q WARNING - Verity Ees/gnparsmetemssed READNOTES ON TNISANOINW.UOEDUn'EKREFERANCEPAGEU 7473mv. lGN.a¢a1SBEFOREUSE Design vold for use only vAm MBek® connectors. This design Is based only upon parameters shown and Is for on IndNldual building component, not a huss system. Before use, the building designer must verify the appllcoblllty of design parameters and properly Incorporate this design Into the overall building desgn. Bracing Indicated Is to prevent buckling of individual bus web and/or chord members only. Addlnonai temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal njury and property damage. For general outdone regarding the 69M Parke East Blvd. fobrlcatlon, storage, delN6ry, erection and bracing of trusses antl truss systemx seeANSV1P11 CuWMy CmelO, DSS-0g and SCSI Building Component Tampa, FL 33610 SafetyInlormotbmvo�oble from Truss Bate Institute, 218 N. We Sheet Suite 312. Alexonda¢ VA 22314. Job Truss Thus Type city Ply T18422783 2069267-PSLP-6004 EJ33 Jack -Open 2 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566. 3x4 = ST1.54 STP = 8.240 s Jul 14 2019 MiTek Industries, Inc. Sat Oct 19 09:32:56 2019 Page 1 ID;IHNelmeXlgc7kGE2fZNASly)hkw.93Tecind7TmPARuChAd kf7E8m9omMew8R_v80yRuLb Scale: V=1' Plate Offsets (X,Y)-- [2:0-4-4 0-0-41 LOADING (pef) SPACING- 2-0-0 CSI. DEFL. In (loci) Vdefl Lrd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Ved(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Veri -0.01 2-4 >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 FBC2017frP12014 Mahix-P Wind(LL) 0.00 2 "•• 240 Weight: ll lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=53/Mechanical, 2=18610-7-10, 4=26IMechanical Max Horz 2=114(LC 12) Max Uplift 3=-80(LC 12). 2=-97(LC 12) 'Max Gmv 3=53(LC 1), 2=186(LC 1), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=161 mph (3-second gust) Vasd=125mph; TCDL=4.2psf, BCDL=5.Opsf; h=15ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right eliposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide Will fit between the bottom chard and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 1001b uplift at joint(s) 3, 2. Joaquin Velez PE No.68182 MTak USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 AWARNING-Ve y4esgnperemeesendREAONOTES ONTHISANDINOLUOEOMREKNEFENANOEPAGEN➢74TJrev.10=0f5HEFOREUSE Design valid for use only Willi Mliek®connectors. This design h based only upon parameters shown, and Is for an Individual burning component, not a truss system. Before use, the building designer must verify the cppiicobety, of design parameters and property Incorporate this design Into me overall bustling design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- e always rewired forstabllity and to prevent collapse with possible personal Inury and property damage. For general guidance regarding the fabrication storage, deltvery, erection and bracing of ruses and truss systems seeANSVIPiI Quality CrBnda, DSBd9 and BCSI Budding Component6soa Perko East Blvd. Safety Infonealbnovailable from Truss Plata Institule. 218 N. We sheet Suite 312, Alexandria, VA MI4. Tampa, FL 31610 Job Truss Tress Type Oty Ply T78422184 2069267-PSLP-6004 EJ41 Half Hip Supported 1 1 Joh Reference o tional awiaem nrst source, riam wry, rL- 4=00, a.zru s aw sv zu r e mu ex mausmes, mcbat uczau ua:az:or eu iu rage i ID:IHNemeKlgc7kGE2fZNASIAhkw-dF1 Od6ddEHnGobTcFeozCKnJFZ8753LHgeehPByRuLa axis = 3.6 11 2x4 II Scale =1:11.5 3 4 5 3xe = 2x4 11 2x4 II LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(ILL) 0.00 1 Sur 120 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 1 n/r 120 BCLL 0.0 ' Rep Stress Incr YES we 0.18 Horz(CT) -0.00 6 n/a We BCDL 10.0 Code FBC2017/rP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 6=44/5-0-0, 2=159/5-0-0, 7=211/5-0-0 Max Hors 2=104(LC 12) Max Uplift 6=-41(LC 8).2=-83(LC 12), 7=-108(LC 9) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. WEBS 4-7=-199/610 PLATES GRIP MT20 244/190 Weight: 201b FT=20% Structural wood sheathing directly applied or 5-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=161 mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 6, 2 except Ot=lb) 7=108. Joaquin Velez PE N08182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data; October 21,2019 QWARNING-Vedry desf9nyeremetersendREAONOTES ON THISANO NCLUDE0 MREKREFERANCEPAGEMn.74Taxex. 1001,2015BEFORE USE Design voed for use only with MBek® connectors. This design Is based only upon parameters shown, and Is for an Indlviduol buJGing component, not a truss system. Before use, the bulltlhg designer must verify the applicoblllty of design parameters and property Incorporate this design Into the overall bulltlhg 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 eablllty, and to prevent collopse with possible personal in)ury and property damage. For general guldonce regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, seeANSVIPII Qua"BIs. Criteria. OSS49 and SCSI Wilding Component Safety Informafbrpvoilable from Truss Plate Institute. 218 N. We Shoat Suite 312 Alexandria. VA 22314. 6904 Parke East Blvd. Tampa. FL 33610 Truss Truss Type Cry Ply T18d22185 rJob 2069267-PSLP-6004 EJ52 Jack -Open 3 1 Job Reference o tional Builders First Source, Plant City, FL- 32566, - 8.240 s JW 14 2019 Mr Iex Inamines, Inca S81 uat i9 U9:Jz:b9 zu19 rage 1 I D:IHNexneXlgc7kGE2fZNASIAhkw-Ze9m2ofulul zl vc?M3rRHISW 3NnEZ?ga7y7oT4yRuLY -1-0-0 5-0-05-2-p 1-0-0 5.0.0 -z- Scale = 1:19.2 3.6 = Si STP= LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (too) Won LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Ven(LL) -0.03 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.06 2-4 >912 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 1 Matti Wind(LL) 0.00 2 ""' 240 Weight: 181b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=119/Mechanical, 2=258/0-7-10, 4=48/Mechanical Max Horz 2=179(LC 12) Max Uplift 3=-159(112), 2=-119(LC 12) Max Gray 3=119(LC 1), 2=258(LC 1), 4=96(LC 3) FORCES. (lb) - Max CompJMax. Ten. -Ail forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc outline. BOT CHORD .Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=161 mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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 togirder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=159, 2=119. Joaquin Velez PE Nc.68182 MTek USA, Inc. FL Cod 6634 6904 Parka East Blvd. Tampa FL 33610 Date: October 21,2019 Q WARNNG-Verifyde gapereme(erseaa REAONOTES ON THOAND NCLUOEOM? KREFERANCEGAGEMX74Mmv. laoUa0ISHEFOREUSE Design valid for use only with M6ed) connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��- a hum system. Before use, tine building designer must verify me applicability of design parameters and properly Incorporate this design Into the overall bulldingdesign. Bracing Indicated is to prevent buckling of individual trussweb antl/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the 69M Parke East Blvd. fobrication storage, delivery, erection and bracing of homes and hum systems seeANSVrplt Cuai Criteria, DSB-69. and BCSI SWtlhp Component Tampa. FL 33610 Safely Informallonavoiloble from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexanddo, VA 22314. Job Truss Truss Type City Ply T18422186 2069267-PSLP-6004 EJ53 Jack -Open Girder 2 1 Job Reference (optional) ounaers rural boures, ream clry, FL- 32566, 8.240 a Jul 142019 MiTek Industries, Inc. Sat Oct 19 09:33:00 2019 Page 1 ID:IHNewieXlgc7kGE22NASlyjhkw-1 gjeG8gWWC9gf35Bw MgpzPsOm3tlsgMctLOWyRuLX -1-0-0 3-0-0 5-2-0 t-0-0 3-0-0 2-2-0 46 = STLSxe STP = 2x4 = Scale = 1:15.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.09 2-6 >666 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.10 2-6 >599 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.05 HOR(CT) 0.05 4 Na We BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 20lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied ors-2-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=57/Mechanical, 2=266/0-7-10, 5=121/Mechanical Max Hoa 2=116(LC 8) Max Uplift 4=-55(LC 4), 2=-155(LC 8), 5=-63(LC 8) Max Grav 4=57(LC 1), 2=266(LC 1), 5=131(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (fig or less except when shown. NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=161 mph (3-second gust) Vasd=125mph; TCDL=4.2psh BCDL=5.Opsf; h=15tt; Cat.]]; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4, 5 except (jt=lb) 2=155. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 85 lb down and 129 lb up at 3-0-0 on top chord, and 40 Ib do" at 3-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-3=-54, 3-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 3=-3(B) 6=-16(B) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 QWARN/NG-V.H1yd.slgnpanmetersand READ NOTES ON MMANOINCLUDEDM/TEKREFERANCEPAGEM674n.. 1,311 BEFORE USE. Design valid for use only with MOek@connectors. This design Is based only upon parameters shown, and b for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate mis design Into the overall bulidingdeslgn. 8rccing Indicated is to prevent bucking Of Individual truss Web and/or chord members any. Additional temporary and parmonenfbrocing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery. erection and bracing of trusses and truss systems s9cAN61JIPIl Quail Criteria. OS&89 and BCSI Building Component Safely Informationevo loble from Truss Plate lagitule, 218 N. Lee Sheet. Suite 312, Alexandria, VA 22314. ��- MiTek' fi904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type my Ply T18422187 2069267-PSLP-6004 EJ61 Jack -Open 1 1 l Job Reference(optionail burluers Firs, bource, clam Ulty, FL- 32b56, 8.240 s Jul 142019 MiTek Industries. Inc. Sat Oct 19 09:33:01 2019 Page 1 ID:IHNeme%Igc7kGE22NASlyjhkw-VOGWTUhBHW HhHCmNUUtvMAyw9APt1 uStbGcvYyyRuLW 4-6.0 i5-B-8 1-PO 460 IN i 4x6 = ST1.518 STP= 3.6 = Scale = 1:18.7 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 [nor YES Code FBC2017rrP12014 CSI. TC 0.56 BC 0.53 WB 0.11 Matrix-P DEFL. in Ve all-0.05 Vert(CT) -0.11 Horz(CT) -0.04 Wind(LL) 0.11 (too) Well L/d 2-6 >999 360 2-6 >583 240 4 n/a n/a 2-6 >591 240 PLATES GRIP MT20 244/190 Weight: 23 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-8 oc purins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=31/Mechanica1, 2=277/0-7-10, 5=157/Mechanioal Max Hom 2=162(LC 12) Max Uplift 4= 30(LC 8), 2=-139(LC 12), 5=-95(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-182/370 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=161 mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=S.Opsf; h=1511; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed 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 tall by 2-M wide will fit between the bottom chord and any other members. 6) Refer to girders) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except Ot=lb) 2=139. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cad 6634 8904 Parka East Blvd. Tampa FL 33610 Date: October 21,2019 AWARN/NG- Vedfydeslgnpar isWhsendREADNOrESONMSANDWCLUVWMIrEKREF MCEPAGEMA74MJ v.1G21Y1015BEFOREUSE Design valid for use only with Mgek® connectors. fins design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the bullring designer must verify the applicability of design parameters and properly Incorporate Mb design Into the overall burdirg design. Bracing Indicated is to prevent buckling of lndlNduoltwo web and/or chord members only. Addlflonal temporary and permanent bracing MiTek' Is always required for slablllty, and to prevent collapse with possible personal Injury and property damage. For general guidance regarding me fobacaHon storage. delivery. erection and bracing of trusses and truss systems seeAN3VTPll Guolpy CritelliDSB49 and BCSI talking Component 6904 Perks East Blvd. Safety Informafbmvailable from Truss Flute Institute: 218 N. Lee Street. Suite 312, Alexandria, VA 22, 14. Tampa, FL 33610 Job Truss Truss Type 2069267-PSLP-6004 EJ62 Jack -Open F111T_T_T18422188 b Reference (optional) cwmers sm source, math Uny rL-azsso, s:enusdwinzulumueKinausmes,mc. sarucrseue:ss:ueeura ragei ID:IHNexne70gc7kGE2fZNASIAhkw_Dgvhghm2pPYuMLa2BO8uOU25annmMPOpwMS4PyRuLV 34 = 4 ST1.5x8 STIR = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Ven(LL) -0.05 2-4 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Ver (CT) -0.10 2-4 >661 240 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-P Wlnd(LL) 0.00 2 •••• 240 LUMBER - TOP CHORD 2x4 SP N0.1 BOT CHORD 2x4 SP N0.2 REACTIONS. fib/size) 3=135/Mechanica1, 2=277/0-7-10, 4=53/Mechanical Max Horz 2=196(LC 12) Max Uplift 3=-178(LC 12), 2=-126(LC 12) Max Grav 3=135(LC 1), 2=277(LC 1), 4=107(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale=1:20.9 PLATES GRIP MT20 244/190 Weight 20 lb FT=20% BRACING - TOP CHORD Structuml wood sheathing directly applied or 5-8-8 oc pur ins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vult=161mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Intedor(1) 5-0-0 to 5-7-12 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except 61=11b) 3=178, 2=126. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cell 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 Q WANNNG-Vetyydesl9nparamef....dREADNOTES ON TN/SANDNCLUDEDMREKBEFEBANCEPAGENb74 rev. 10�015BEFOBEUSE Design volld for use any with M9ekO connectors. rile tleslgn Is based only upon parameters shown. and Is for an IndMldual butd'mg component, not o truss system. Before use, the building designer must verify the appllcoblliN of tleslgn parameters and properly Incorporate this tleslgn Into the overall buildingdeslgn. Bracing Indicated lsto prevent buciring oflndlvldual trussweb and/or chord members only. Addlllonal temporary and permanent bracing Is always required for stab0ly and to prevent collapse with possible personal Injury and property damage, For general guldonce regarding the fobrlcation, storage, dellvery, erectlon and bracing of trusses and buss systems seeANSVMI I Quality CrBeM, PS549 and BC31 Building Component Salrrly Informatbrxrvolloble from truss Flote ImBNte. 218 N. We Street. Suite 312 Alexondrlo, VA 22314. MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Cry Ply T18422789 2069267-PSLP-6004 EJ63 Jack -Open Girder 1 1 Job Reference o tional Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek InduslneS, Inc. Sat Oct 19 09:33:03 2019 Pagel ID:IHNexneXlgc7kGE2fZNASIAhkw-SPOHuAiOp7XPW WwmbwNRbl FL?bVp092a5?dryRULU -f-0-0 1-3-0 3-3-0 7-8-8 1-0-0 1-3-0 2-0-0 4-5-8 STMxtl STP= urn uv n 6 NAILED 2x4 = G Scale =1.20.8 1-3-0 2-0-0 4-5.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.58 Vert(LL) -0.18 6-7 >478 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.36 6-7 >246 240 BCLL 0.0 Rep Stress Incr NO W B 0.04 Horz(CT) -0.08 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.30 6-7 >292 240 Weight: 27 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 6-0-0oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=151/Mechanical, 2=349/0-7-10, 6=113/Mechanical Max Hom 2=196(LC 8) Max Uplift 5=-159(LC 8), 2=-179(LC 8). 6= 25(LC 8) Max Gmv 5=151(LC 1), 2=349(LC 1), 6=133(LC 3) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=161 mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=S.Opsf; h=151t; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (envelope);. cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 pat bottom chord live load nonconcurmnt 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 5=159, 2=179. 8) "NAILED" indicates 3-10d (0.148"x3•) or2-12d (0.148"x3.25°) toe -nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front(F) or back (B). LOAD CASES) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 2-6=20 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 Job Truss Truss Type Oty Ply T18422190 2069267-PSLP-6004 EJ64 Jack -Open 1 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Sat Oct 19 09:33:04 2019 Page 1 Scale=1:20.8 ST1.5xB STP= u� �1 6 30 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.15 7-8 >577 360 MT20 2441190 TCDL 7.0 - Lumber DOL 1.25 BC 0.39 Vert(CT) -0.29 7-8 >305 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) -0.03 5 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Mami Wind(LL) 0.34 7-8 >258 240 Weight: 301b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc pudins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (Is/size) 5=135/Mechanical, 2=349/0-7-10, 6=129/Mechanical Max Hom 2=196(LC 12) Max Uplift 5=-125(LC 12), 2=-179(LC 12), 6=-58(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 3-8=-175/342 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=161 mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=5.Opst h=15ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-3-0, Interior(1) 5-3-0 to 7-7-12 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MV✓FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 6 except (jt=lb) 5=125, 2=179. Joaquin Velez PE No.68182 MiTek USA, Ina. FL Cert 6634 6984 Parke East Blvd. Tampa FL 33618 Date: October 21,2019 O WARNING- Veritydesr9nparemetersaod READ NOTES ON THIS AND WCLUOEDMITEKREFERANCE PAGE M&7473me 10Ta2015 BEFORE USE 1 lgn valid for use only wlth MRekO connectors. This design is based only upon parameters shown, and Is for an Individual building component, not ��- a truss system. Before use, the bullding designer must verity me applicability of design parameters and properly Incorporate the deslgn Into the overall buliding design. Bracing indicated 6 to prevent buckling of Individual truss web and/or chord members only. Addhonal temporary and permanent bracing MiTek' B always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the storage, calvary, erection and bracing of trusses and truss systems, seeANSVTPl1 CualmIXy CmMo, DS849 and SCSI Building Component Safety InfoenuNervavoilable from Truss Plate InvItute. 218 N. Lee Sheet Suite 312. AIe>tantlrla. VA 22314. fi906 Parke East Blvd.fabrication, Tampa, FL 33610 Job Truss Truss Type Oty Ply T78422191 2069267-PSLP-6004 EJ65 Jack -Open 1 7 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Sat Oct 19 09:33:04 2019 46 = 416 = ST1.5x8 STP= eA4 ° 7 4x6 = Seale = 1:21.0 5-3-0 2-5-8 LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (too) Wall L/d PLATES GRIP TCLL 20.0 Plate Grip-0OL 1.25 TC 0.57 Vert(LL) -0.07 2-8 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.12 2-8 >761 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.84 Horz(CT) -0.04 6 File n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.13 2-8 >663 240 Weight: 321b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-9-13 oc bracing. WEBS 2x4 SP No.1 REACTIONS. (lb/size) 6=434/Mechanical, 2=396/0-7-10, 7=43/Mechanical Max Horz 2=240(LC 12) Max Uplift 6=-224(LC 12), 2=-176(LC 12), 7=-14(LC 12) FORCES. (lb) - Max CompJMax. Ten. -All forces 250 (Ito) or less except when shown. TOP CHORD 2-3=-330/127, 3-0=-647/843, 4-5=-1017f747, 4$--257/193 BOT CHORD 2-8=-368/257 WEBS 3-5=-94/301 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=161 mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=5.Opsh h=15ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 7-3-7, Interior(1) 5-4-12 to 7-7-12 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of times to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except Qt=lb) 6=224,2=176. 8) Graphical Pullin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October21,2019 O WARNING-VerilydeslgnparemefmmdREAONOTES ON MMANOINCLUOEOMOEKREF£RANCEPAGEMI474n.v. iWAYfaf5eEFORE USE. Design valid for use only with MBekO connectors. This design Is owed only upon parameters shown, and Is for an Individual building component not ��- a hues system. Before use, the bulling designer must verify Me applicability of design parameters and propelly Incorporate fits design Into Me overall building design. Bracing Indicated is to prevent bucWhg of Individual buss 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 prop" damage. For general guidance regarding Me folAccllon, storage, delivery, erection and bracing of trusses and rhos systems, weANSVIPII Quo" Cme6u, D3049 and SCSI Building Component Safety IMOanatbmvallable from Truss Rate Institute, 218 N. We Sheet Suite 312, Alexandria, VA Of 4. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply T18422192 2069267-PSLP-6004 EJ66 Jack -Open 1 1 Job Reference o liorwl Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Sal Oct 19 09:33:05 2019 Page 1 ID:IHNexneXlgc7kGE2fZNASlyjhkw-OoW 1JskeLkn7mg49jKyrWO6awnoWziFSWub6hkyRuLS -1-0-0 5-8-8 7.8-8 1.0-o 5-8-8 2.01 Erl- f ST1.5x8 STP= ezn 11 5 3x8 = Scale = 1:22.0 LOADING (ps, SPACING- 2-0-0 CS]. DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Verl(LL) -0.13 2-6 >683 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.26 2-6 >335 240 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.14 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.34 2-6 >256 240 Weight: 301b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.t TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=86/Mechanical, 2=349/0-7-10, 5=179/Mechanical Max Horz 2=199(LC 12) Max Uplift 4=-56(LC 9), 2=-172(LC 12), 5=-114(LC 12) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. WEBS 3-6=-168/413 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE7-10; Vult=161 mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL--5.Ops4 h=15f ; Cal II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 5-8-8, Exterior(2) 5-8-8 to 7-7-12 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp D0L--1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 Oaf bottom chord live load nonconcument with any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4 except (jt=lb) 2=172,5=114. Joaquin Velez PE No.68182 MiTek USA, Ina. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Data: October21,2019 AWARNING -WdlydeslgnpammeteraendREADNOTESONTNISANDWLLODEDMREKREFERANLEPAGEM674zsmv 101T12015BEFOREUSE. Design valid for use only with MBekO connectors. This design Is based only upon parameters shown end Is for an IndNldual building component, not a hums system. Before use, the building designer must verify the appllcablllly, of design parameters and property Incorporate this tleslgn Into the overall bWdrug tleslgn. Bracing Indicated Is to prevent bucking of lntlNldual hum web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always requlred for stablllty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding me fobdcatlon, storage. calvary. erection and bracing of trusses and hum systems, seeANSUIPII Cual8yCrtlnb, D56LV end fICSI Buldhp Component 6904 Parke East Blvd. Safety Nformetiora valloble from Truss Plate Institute, 218 N. We Sheet Suite 312, Aleaantltl¢ VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply T18422193 X69267-PSLP-6004 EJ67 Jack -Open 1 1 Job Reference (optional) Ssalders First Source, Plant Uny, rL-32566, 8.24U s Ju114 2U1a mi 1 ea alausmes, mc. sal LCI 1 a UV:ar.Ub zu1U Scale = 1:20.8 ST1.5x8 STP= u' M- 6 30 = LOADING (psf) TOLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20171TP12014 CSI. TC 0.33 BC 0.42 WE 0.11 Matrix-SH DEFL. in Vert(LL) -0.15 Vert(CT) -0.29 -HOfz(CT) -0.05 Wind(LL) 0.35 (too) Vdefl Ud 8 >585 360 8 >308 240 5 1 n/a 8 >253 240 PLATES GRIP MT20 2441190 Weight: 31 Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 act bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=140/Mechanical, 2=349/0-7-10, 6=125/Mechanioal Max Hom 2=196(LC 12) Max Uplift 5=-123(LC 12), 2=-179(LC 12), 6=-60(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All tomes 250 (Ib) or less except when shown. WEBS 3-8=-191/379 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=161mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=5.Opst h=15ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-0-0 to 5-8-8, Intedor(1) 5-8-8 to 7-7-12 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrem 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 6 except (jt=lb) 5=123, 2=179. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 AWARN/NG-Ves*ydesignParametes.ndREADNOI£SON MIS AND INCLUDED MrlEKREPERANCEPAGEMD74sarev..10NAYa016BEFOREUSE Design valid for use only with MReke1 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a huss system. Before use, the building designer must verify Me applicability of design parameters and properly Incorporate this design Into the overall building design Bracing Indicated is to prevent bucking of lndNldual hum web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse witn possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery. erection and bracing of humus antl hum systems, seeANSUIPII Qua' CrIll DS349 and SCSI Building Component Tampa, FL M610 Safety mformatbnovolloble from Truss Plate In Inute. 216 N. Lee Sheet, Suite 312, Alexandria. VA 22314. Job Truss Truss Type Oty Ply T18422194 2069267-PSLP-6004 EJBB Jack -Open Girder 1 1 Job Reference (optional) Striders First Source, Plant City, FL-32566. 8.240 s Jul 142019 MiTek Industries, Inc. Sal Oct 19 09:33:07 2019 Page i� ST1.5xB STP= N' 6 NAILED 2x4 = Clh Scale a 1:2D.8 1-8-8 2-0-0 4.0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Wag Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.19 6-7 >461 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.35 6-7 >253 240 BCLL 0.0 ' Rep Stress [nor NO WB 0.04 Hom(CT) -0.06 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Wind(LL) 0.28 6-7 >319 240 Weight: 28 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 5=145/Mechanical, 2=327/0-7-10, 6=114/Mechanioal Max Horz 2=196(LC 8) Max Uplift 5=-146(LC 8). 2=-134(LC 8). 6=-27(LC 8) Max Gray 5=145(LC 1), 2=327(LC 1), 6=128(LC 3) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=161 mph (3-second gust) Vasd=125mph; TCDL=4.2pst BCDL=S.Opsh, h=15ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 6 except Qt=lb) 5=146, 2=134. 8) "NAILED" indicates 3-1 Did (0.148'x3°) or 2-12d (0.148°x3.25°) toe -nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-3=-54, 3-4=-54, 4-5=-54, 2-6=-20 Concentrated Loads (Ib) Vert: 3=27(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 Q WARNING -Vadly dsstgo parameters antl READ NOTES ON THISANO INCLUDEOMREKBEFERANCEPAGEM6T4TJ rev, 11111320WBEFONE USE Design valid for use only with MOe'x® connactors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��- a hum system. Before use, the building designer must vetlfy the applicability of design parameters and property Incorporate this design Into the overall building design, 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 stobally 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 hum systems seeANSVIP11 Qua" Clitoris. DS549 and 1051 building Component Safety Informalbnovolloble from hum Maio Institute, 218 N. Lee Sheet Suite 312. Alexontlrlo. VA 22 14. 6904 Palle East Blvd. Tampa, FL 33610 Job Truss Truss Type O1Y Ply T18422195 W69267-PSLP-6OD4 EJ69 Jack -Open 1 1 Job Reference o iional Builders First Source, Plant City, FL - 32566. 8.240 s Jul 14 2019 MiTek Industries, Inc. Sat Oct 19 09:33:08 2019 Page 1 ID:IHNelmeXlgc7kGF2fZNASIAhkw-oNCAxlmXef9idHpjOSVY80c2N7gBA3wCspml2yRuLP 5-8-8 5-8-8 Scale=1:20.9 2x4 = ST1.5x8 STP= Plate Offsets (X Y)-- rl:0C-4 Edgel LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Ven(LL) -0.05 1-0 >999 360 • MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Ved(CT) -0.10 1-3 >661 240 BCLL 0.0 ' Rep Stress Inch YES WB 0.00 Horz(CT) -0.00 2 n1a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-P Wind(LL) 0.00 1 "" 240 Weight: 18 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 1=197/0-7-10, 2=144/Mechanical, 3=53(Mechanical Max Horz 1=174(LC 12) Max Uplift 1=-66(LC 12), 2=-186(LC 12) Max Grav 1=197(LC 1), 2=144(LC 1), 3=107(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or4-7-8 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=161 mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=5.Opst h=15ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except at --lb) 2=186. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Con 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 AWARNING -VerifYdsl9npadmerersendREADNOTES ONTRASANOPICLUOEOMBEKBEFERANCEPAGEMS74"..t6T320f5BEFORE USE Dedgn void for use only with Mgek® connectors. This design 4 based only upon parameters shown, and b for an Individual building component, not 0 truss system. Before use, the building designer must verify the appllcablliN of design parameters and properly Incorporate this design Into the overall buldingdeegn. Bracing Indicated is to prevent buckling of Individual trussweb and/or chord members only. Addltionaltempororyondparmonentbrocing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication storage, de[very. erection and bracing of hums and buss systems, seeANSVIPO QuaCrRnb. DSB49 and 8C31 Building Ccmpan*nt SaM1ty Informotbvallable from Muss Plate InstiMe. 218 N. Lee Sheet, Suite 6904 Parke East Blvd. Tampa, FL 33610 m312, Alexandria VA 22314. Job Truss Truss Type City Ply T18422196 9069267-PSLP-6004 EJ72 Jack -Open 5 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 s Jul 142019 MiTek Industries, Inc. Sat Oct 1909:33:09 2019 Page 1 ID:IHNewle%Igc7kGE2fZNASlyjhkw-GZIY9Dn9PzHZERNwy9OnhsHl_P3 VW82OWZKgVyRuLO -1-y0 7-0-0 7,210 1.0.0 I 7.0-0 012-0 Scale =1:24.8 3x8 = ST1.5xe STP= LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.50 Vert(LL) -0.09 2-4 >947 360 MT20 244/190 TCDL 7.0 Lumber C 1.25 BC 0.77 Ven(CT) -0.19 2-4 >424 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FB1 Matrix -Sit Wind(LL) 0.17 2-0 >471 240 Weight: 241b FT=20% LUMBER- BRACING - TOP CHORD 25c4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SIP No.2 BOT CHORD Rigid ceiling directly applied or 9-5-7 oc bracing. REACTIONS. (lb/size) 3=168/Mechanical, 2=329/0-7-10, 4=76/Mechanical Max Horz 2=240(LC 12) Max Uplift 3= 200(LC 12), 2= 144(LC 12) Max Grav 3=168(LC 1), 2=329(LC 1), 4=122(LC 3) FORCES. (Ib) -Max. CompJMax. Ten. -All farces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=161 mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exlerior(2) -1-" to 5-0-0, Interior(1) 5-0-0 to 7-1-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for Imes to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=200, 2=144. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart ISM 6904 Parke East Blvd, Tampa FL 33610 Date: October 21,2019 Q WARNING -Vedry desrg.Parameters and READ NOTES ON THIS AND INCLUDED M/fEK REFERANCE PAGE MX74M rev. 10N32015 BEFORE USE Design valkl for use only with M7ek@ connectors. Ats design Is based any upon parameters shown. and Is for an IndMtlual building component not a hum system. Before use, the building designer must verify the applicability of design parameters and property Incorporate thus design Into the overall building tleslgn. Bracing Indicated is to prevent buclding of he Mdual truss web and/or chord members orty. Additional temporary and permanent bracing MiTek' Is always maulred for stabulity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 69o4 Parke East Blvd. fabrication storage, doWery, erection and bracing of humus and truss systems, seeANSVrPIt Quality Cdfedo, DS349 and 1101 Building Component Tampa, FL 33610 Safety infoGnationovolloble from Trust Plate Institute, 216 N. Lee Sheet. Suite 312, uexandfla. VA 22314 Job Taus Truss Type Of Ply T1B422197 2069267-PSLP-6004 EJ73 Jack -Open Girder 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MITek Industries, Inc. Sat Oct 19 09:33:10 2019 Page 1 ID:I HNe1meXlgc7kGE21ZNAS[Ahkw-IIJwMZmAG POsby6WtXOD4pTToUOeyuBfAllMxyRuLN -1-0-0 5-0-0 i O HMO -2-0 1-g.g 5-0-0 4x6 = Si STP= u' 5 3a4 = Scale = 1:20.4 5.0.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.31 2-6 >262 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.32 2-6 >255 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.10 Horz(CT) 0.14 4 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matdx-SH Weight: 27 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=127/Mechanical, 2=392/0-7-10, 5=262/Mechanical Max Horz 2=177(LC 8) Max Uplift 4= 95(LC 5), 2=-224(LC 8), 5=-182(LC 8) Max Grav 4=129(LC 20), 2=392(LC 1). 5=262(L01) FORCES. (Ib) - Max. ComplMax. Ten. -All forces 250 (Ib) or less except when shown. WEBS 3-6=-209/324 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=161 mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=5.Opsh hi 51 Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This 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 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to MISS Connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 4 except 01=1b) 2=224, 5=182. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loadfs) 184lb down and 315lb up at 5-0-0 on top chord, and 114 lb down at 5-0-0 on bottom chard. The design/selection of such connection devices) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (fall) Vert: 1-3=-54, 3-0=-54, 2-5=-20 Concentrated Loads (lb) Vert: 3=-137(B) 6=-70(B) Joaquin Velez PE No.69192 MTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 Q WARNNG -VeNyy design mmemefere And READ NOTES ON MIS AND INCLUDED MTTEK REFERANCE PAGE W74M rex. faN340r6 BEFORE USE Design valid for use only withMmek® connectors. thls design Is based only upon parameters Crown. and Is for an Inc Mdual building component, not ��- o truss system. Before use, the building designer must verify Me oppllcabllity of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is M 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 i and property damage. For general guldonce regarding the fabrication. storage, delivery, erection and bracing of busses and truessystems WeANSUIPII Cua[B8yy Crkerb, DSM9 m1d BCSI BWdkrp Component 6904 Parke East Blvd. Safety Udormaibnaxailable from Truss Nate Institute. 218 N. Lee Street. Sutie312 Alexantlrta VA 22314. Tampa, FL 33610 Job Truss Truss Type 01tY Ply T78422198 2069267-PSLP-6004 G1 Common Girder 7 2 Job Reference (optional) Builders First Source, Plant City, FL- 32566. 8.240 s Jul 14 2019 MiTek Industries, Inc. Sat Oct 19 09:33:11 2019 3 Axis II STI.5x6 STP= 0.xtl= LUJCO Oxu= LUJL6 ST1.5x8 STIR= W HTU26 LUS26 3XS MEN 8.7.3 4-6-13 I 4.0-5 4-6-13 Scale = 1:27.8 �b Plate Offsets (X,V)-- [2:0-2-10 0-1-81 16:0-2-10,0-1-81, [8:0-4-0 0-4-41 [9:0-4-0 0-4-41 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(L-) 0.10 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.12 8-9 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.53 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 144 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2363/0-7-10, 6=3106/0-7-10 Max Hom 2=92(LC 7) Max Uplift 2= 1418(LC 8), 6=-1634(LC 9) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib),or less except when shown. TOP CHORD 2-3=-4693/2812, 3-4=-4610/2818, 4-5=-5069/2779, 5-6=-5148/2778 BOT CHORD 2-9=-2467/4078, 8-9=-1667/3046, 6-8=-2365/4516 WEBS 4-8=-1376/2794,4-9=-1448/2025, 3-9=-191/278 BRACING - TOP CHORD Structural wood sheathing directly applied or54-9 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) 2-plytmss to be connected together with 10d (0.131 °x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=161 mph (3-second gust) Vasd=125mph; TCDL=4.2pst BCDL=5.Opsf; h=15ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate girp DOL=1.60 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 6) ' This Imes 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 beading plate capable of withstanding 100 Ib uplift at joint(s) except Ut=lb) 2=1418, 6=1634. 8) Use Simpson Strong -Tie HTU26 (20-1 Old Girder, 14-10dxl 1/2 Truss, Single Ply Girder) or equivalent at 5-0-12 from the left end to connect trusses) to front face of bottom chord. 9) Use Simpson Strong -Tie LUS26 (4-10tl Girder, 3-1 Od Truss) or equivalent spaced at 2-" oc macu starting at 7-0-12 from the left end to 11-0-12 to connect trusses) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plt) Vert: 1-4=-54, 4-7=-54, 2-6=20 Joaquin Velez PE No.66132 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 0WARNING-Verity design parameters end READ NOTES ON THIS AND WCLUDEDMREKREFERANCEFAGEWANT? rev.10,0 et6BEFOREUSE Design valid for use only with Mirek2s connectors, This design Is bused only upon parameters shown, and 6 for an Individual building component, not �� a Muss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design Bracing Indicated is to prevent buckling of lndlvlducl fuss web and/or chord members only, Additional temporary and permanent bracing MiTek' Is always required for simplify and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of hums and hum sysishm seeANSVIPII Qua pry CrBeM, OSB-09 and SCSI Building Component 6904 Parke East Blvd. Safely tn/ormalbnavolloble from Tmss Plate Institute, 218 N. Lee Sheet, Suite 318 Mexontltla. VA YY314 Tampa, FL 33610 Job Thus Truss Type OIY plyT18422198 2069267-PSLP-6004 G1 Common Girder 1 2 Job Reference (Optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Sat Oct 19 09:33:11 2019 Page 2 I D:IHNexneXlgc7kGE2fZNASlyjhkw-D#IavoPxaXHUIX13a2FmHMg2CIiN IKLug2RVNyRuLM LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-1565(F) 11=-945(F) 12=-945(F) 13=-945(F) ,D WANNWG-Veritydeslgnparamet...dREAONOTES ON TN6ANDINCLUDEOMFfEKBEFERANCEPAGEW74lJrev. lQUTAr 15BEFOBEUSE Design valid for use only Win MRekO connectors. This design Is based only upon parameters shown and 6 for an Individual building Component, not ��- a truss system. Before use, the building designer must verity Me applicability of design Parameters and properly Incorporate finis design Into Me overall building design. Bracing Indicated is to prevent buckling of Individual taus web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for slabllBy, and to prevent collapse with possible personal injury and property damage. For general guidance regarding Me fabrication storage, delivery, erection antl bracing of trusses and muss systems. seeANSVIP11 QualMy Criteria. DSSd9 and SCSI Building Component Parke East Blvd.Sably Nlpnnatbmvallable mom Tens Plafe InsBNte. 218 N. Lee Sheaf. Suite 312 Alexandria. VA 2431A Tampa, FL 33610 Job Truss Truss Type Oty Ply T18422199 2069267-PSLP-60D4 G2 Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Sat Oct 19 09:33:12 2019 US = 10 4x6 = - __ 5T1.Sx85TP= 2x4 Drd 11 ST1.5x8 $TP= 3x4 = NAILED 3x4 = Scale = 1:24.7 Plate Offsets (X,1)- 12:0-2-0Edgel 15:0-2-0Edgel LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.09 2-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT). -0.10 2-8 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.11 Horz(CT) 0.02 5 n/a n1a BCDL 10.0 Code FBC2017rFP12014 Matrix-SH Weight: 52 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=782/0-7-10, 5=78210-7-10 Max Hoe 2=75(LC 7) Max Uplift 2=-506(LC 8), 5=-506(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=-1112015, 3-4=-934/674, 4-5=1112r715 BOT CHORD 2-8=-562/924, 7-8=-561/934, 5-7=-560/924 WEBS 3-8=-15/294,4-7-15/294 BRACING - TOP CHORD Structural wood sheathing directlyapplied or 5-0-8 oc puriins. BOT CHORD Rigid ceiling directly applied or 7-6-6 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=161mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp D; Encl.. GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 5) ' This truss has been designed for it live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joinf(s) except (jt=1b) 2=506, 5=506. 7) 'NAILED' indicates 3-1 Old (0.148'x3') or 3-12d (0. 1 48'x3.25') toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 88 lb down and 160 Ito up at 5-2-0. and 74 Ib down and 160 lb up at 6-7-0, and 88 Ib down and 160 lb up at 8-10 on top chord. The designtselection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plQ Vert: 1-3=-54, 3-4=-54, 4-6=-54, 2-5_ 20 Concentrated Loads (lb) Vert: 3=-65(B) 4=-65(B) 8=-28(B) 7=-28(B) 9=-3(B) 10=-65(B) 11=-3(B) 12=-104(B) 13=-28(B) 14=104(B) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 O WARNING -Verify-designpammetwsend READ NOTES ON Mar MD INCLUDED MmSKREFERANCE PAGEMLL74Ta ree la,032016 BEFORE USE Design valld for use only with MirekG, connectors. This design Is based only upon parameters shown, and is for an Individual building component, not ��- a truss system. Before use, the building designer must verify the applicably 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 MiTek' Is always required for stability and to prevent cclldpse wlm posbie personal thury and property damage. For general gUdonce regarding me fabrication, storage, delivery, erecflon and bracing of tnsses and buss systems. seeANS91PII Qum Cdteda. DSB49 and 801 Buldltp Component Solely Inlormrdbrgvallable from Truss Plate instlMe. 218 N. We Sheaf. Sbhe 312. Alexandria VA 22 y14, 69" Paft East BNd. Tampa, FL 3361 D Job Truss Truss Type city Ply T18422200 2069267-PSLP-6004 HJ1 Diagonal Hip Girder 1 1 Job Reference o tional Builders First Source, Plant City, FL- 32566, 8.240 a Jul 14 2019 MiTek Industries, Inc. Sat Oct 19 09:33:132019 Page 1 ID:IHNexne%Igc7kGE22NASlyjhkw.9K?3_bggSBoJ2hhB?5jriR2yOdFrK8eL7XXzGyRuLK -1-5.0 2-4-4 1-5.0 2-0 4 20 = LOADING (psf) SPACING- 2-0-0 CS'_ DEFL. in (too) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.26 Ve t(LL) -0.00 2 >999 360 TCDL 7.0 Lumber DOL 1.25 BC -0.04 Vert(CT) -0.00 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 HOR(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-P Wind(LL) 0.00 2 "" 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3--1/Mechanical, 2=201/0A0-7, 4=20/Mechanical Max Horz 2=93(LC 4) Max Uplift 3=-28(LC 19), 2=-217(LC 4) Max Gray 3=73(LC 22), 2=201(LC 1). 4=39(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:8.7 f PLATES GRIP MT20 244/190 Weight: 10lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-4 cc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=161 mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp D; Encl., GCpi=0.18: MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pelf bottom chord live load nonconcument with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except 01=11c) 2=217. 6) 'NAILED' indicates 3-1 Od (0.148'x3') or 2-12d (0.148'x3.25') toe -nails per NDS guidlines. 7) In the LOAD CASES) 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, 2-4=-20 Concentrated Loads (lb). Vert: 5=18(B) Joaquin Velez PE No.68182 MiTek USA, Ina FL Cart 6634 6984 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 Q WARNWG-Verity tleslgn Parameters and READ NOTES ON TNISANOrNCLUOEOMREKREFENANCEPAGEM67M.J . 1001TO159EFONE USE Design valid for use only with Mrek® connectors. This design Is based only upon parameters shown and Is for on Individual bulding component, not a truss system. Before use, the building designer must verify the cpplicobrity of design parameters and properly incorporate this design Into the overall building design. Brocng lotllcafed is to prevent buclding of indivIdual buss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse Wth possible personal hjury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems saeMSVrPI1 Quality Cll DSB-89 and BCSI 11uldYrp Component Safeety lnformotbrnvallable from Truss Plate lnAtute. 218 N. Lee Sheet. Sulte 312 Alexandria VA 22314. 6904 Papa Best Bhtl. Tampa, FL 33510 Job Truss Truss Type OIy Ply T18422201 2069267-PSLP-6004 HJ3 Diagonal Hip Girder 1 1 Job Reference (optional) Builders First Source, Plam city, FL-32566. 8.240 s Jul 14 2019 MiTek Industries, Inc. Sat Oct 19 09:33:14 2019 EM Scale=1:11.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert( LL) -0.01 24 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Verl -0.02 2-4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 HDR(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017YTP12014 Matrix-P Wind(LL) 0.00 2 ••'• 240 Weight: 15lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=64/Mechanical, 2=22210-10-7.4=37/Mechanical Max Ho¢ 2=129(LC 4) Max Uplift 3=-63(LC 8). 2=-151(LC 4) Max Gmv 3=64(LC 1), 2=222(LC 1), 4=73(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-12 op puffins. BOTCHORD Rigid ceiling directly applied or 10-0-0oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=161 mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp D; Encl., GCpl=0.18; MWFRS (envelope); 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 nonconcument with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=1b) 2=151. 6) 'NAILED' indicates 3-1 Od (0.148'x3') or 2-12d (0.148'x3.25') toe -nails per NOS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-54, 2-4=-20 Concentrated Loads (Ib) Vert: 5=44(F=22, B=22) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6984 Parke East Blvd. Tampa FL 33610 Date: October21,2019 �WARNMG-Vedlydesignpammetemmd READNOTES ON MSANDMCLUDOMrt KREFERANCEPAGEM674Mmv. fanQXRR015BEFOBE USE Design valid for use only wim MRekW connectors. 11h6 design Is based only upon parameters shown. and Is for an indlAdual building Component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate his design into Me overall building design, Brodng lndIcated k to prevent buckling of individual teas web and/or chord members only. Additional temporary antl permanent bracing Is always required for stability and to prevent collapse with passible personal lryury and property damage. For general guidance regarding me fabrication, storage, deWery, erection and bracing of trusses and teas systems, SeeAN8VR11 Quality CMeria, DS549 and SCSI Building Component Safety Inferrnatbnavallable from Taus Role Institute. 218 N. Ise Sheet. Suite 312. Alexandria, VA 22314. MiTek' 69M Parke East BNd. Tampa. FL W610 Job Truss Truss Type City Ply T18422202 0069267-PSLP-6004 HJS Diagonal Hip Girder 2 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 3z4 = 8.240 s Jul 14 2019 MiTek Industries, Inc. Sat Oct 19 09:33:16 2019 Page 1 ID:IHNexnexlgc7kGE2fZNASlyjhkw-ZvgBdMV6AZaW OGs7eOTL3TDDXt2h14151CabyRuLH Scale=1:17.5 ld . l LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in (lac) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vell -0.08 2-4 >971 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Veirl -0.17 2-4 >468 240 BCLL 0.0 ' Rep Stress [nor NO WB 0.00 Hom(CT) -0.00 3 file n/a BCDL 10.0 Code FBC2017)TP12014 Mabil Wind(LL) 0.07 2-4 >999 240 Weight: 241b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=153/Mechanical, 2=315/0-10-7, 4=72M1echanical Max Harz 2=192(LC4) Max Uplift 3— 160(LC 8), 2=173(LC 4) Max Gmv 3=153(LC 1), 2=315(LC 1).4=118(LC 3) FORCES. (lb) - Max. Comp✓Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=161 mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp D; Encl., GCpi=0.18: MWFRS (envelope); 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 100 lb uplift at joint(s) except Qt=1b) 3=160, 2=173. 6) 'NAILED' indicates 3-1 Od (0.148'x3') or 2-12d (0.148'x3.25') toe -nails per NOS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 24=-20 Concentrated Loads (lb) Vert: 5=44(F=22, B=22) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: October 21,2019 O WARNING -Ill design paramefcm and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MX74M rev. r4'paQ015 BEFORE USE Design valid for use only with Mirek® connectors. this tleslgn h based only upon parameters shown, and Is for an Individual bu6ding component, not a truss system. Before use, the bullding designer must verify the applicability, of tleslgn parameters and properly Incorporate ih6 design Into the overall building design. Brocing Indicated b to prevent buckling of Individual tens web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal lNury and property damage. For general guidance regarding the fabrication, storage, delivery, erectlon and bracing of trusses and truss systems seeANSWII CuaW Crania. DSO-09 and ICSI Building Component 6904 Parke East Blvd. Safety Infosmolbnavallabie from Truss Rate Institute, 218 N. Lee Street Sulte 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Ply T18422203 2069267-PSLP-6004 HJ7 Diagonal Hip Girder �Q`y 2 1 Jab Reference (optional) Builders First Source, Plant City. FL- 32566. 3 8.240 s Jul 14 2019 MiTek Industries, Inc. Sal Oct 19 09:33:17 2019 Page 1 ID:IHNetme%Igc7kGE2RNASlyjhkw-15EagylAW OIOCg7SOr9f7YctVduTn490GIA61 yRuLG 3x4 = exa ll �^� - 5 NAILED NAILED NAILED Scale=1:23.0 v d , 5-1-9 4-B-7 LOADING (psf) SPACING- 2-0-0 C51. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.03 6-7 >999 360 MT20 2441190 TOOL 7.0 Lumber DOL 1.25 BC 0.41 Ved(CT) -0.06 6-7 >999 240 BCLL 0.0 ' Rep Stress Incr NO WE 0.32 Hom(CT) 0.01 6 n/a We BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Wind(LL) 0.03 6-7 >999 240 Weight: 421b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4SPNo.2 BOTCHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=126/Mechanical, 2=444/0-10-7, 6=293/Mechanical Max Horz 2=253(LC 4) Max Uplift 4=-166(LC 4), 2=-251(LC 4), 6= 161(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3_ 660/353 BOTCHORD 2-7=-445/590, 6-7=-445/590 WEBS 3-7=0/270, 3-6=-637/480 Structural wood sheathing directly applied or 6-0-0 oc puffins. Rigid ceiling directly applied or 8-9-6 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=161mph (3-second gust) Vasd=125mph; TCDL=4.2psh BCDL=5.Opsf; h=15ft; Cat. 11; Exp D; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed: Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 fast bottom chard live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 4=166, 2=251, 6=161. 6) 'NAILED" indicates 3-1Od (0.148'x3') or 2-12d (0. 1 48'x3.25') toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 8=44(F=22, B=22) 10=-76(F=-38, B=-38) 13= 36(F- 18, B=-18) Joaquin Velez PE 110.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: October 21,2019 QWARN/NG-Verltydestgnperem W..dNEADNOTES ON Mrs AND WCLUDEDMIIEKflE ANCEPAGEM0.7V3nl. fNA3¢D159EFONE USE Design valid far use only with Mirsk® connectors. Thh design Is based only upon parameters shown, and Is for on individual building component, not ��- a hues system. Before use. Me building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall bulldingdesign. BrooingIndicated Istoprevent budding ofIndNluw tlualhweband/or chord members only. Additional temporcry end permanent brachg Is always required for stability and to prevent collapse with possible personal Injury and property damage._ For general guidance regarding the MiTek' fabrication storage, delivery, election and bracing of fluxes and truss systems seeAN5UIP11 Coops Crloda, DS549 and IIC61 eDlding Campsmont 69W Parke East BNd. Sobly th/olmdtbrravoilobie ham Tnss Plate Irektute. 218 N. Lee Sheet Suite 31Z Alexandria. VA 22314. Tampa, FL 33610 Job russ I Was I ype y y T18422204 2069267-PSLP-6009 Hitt Diagonal Hip Ginter 1 1 Job Reference (optional) Builders FlrstSounre, Fort Piece, FL U945 Run: 8.240s Feb 112D19 Print: 024D s Oct 72D19 Ml Industries, Inc. Mon Oct 2108:25:262019 Pagel ID:IHNexneXlgc7kG E2fZNASIylhkwya95EFODOXxSz_Dlzmno0OF1 c7HvHPXmd3VSMPyRG17 -1-5-0 1.8.7 r 1.5.0 1.8.7 2x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdetl L/d TCLL 20.0 Plate Gnp DOL 1.25 TC 0.55 Ven(LL) -0.00 2 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 2 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a We BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.00 2 "" 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=5/Mechanical, 2=178/0-10-7, 4=16/Mechanical Max Horz2=80(LC 8) Max Uplift3=-19(LC 12), 2=-211(LC 8) Max Grav3=13(LC 8), 2=178(LC 1), 4=32(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:7.7 PLATES GRIP MT20 244/190 Weight: 8 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-8-7 oc putting. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=161 mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" 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 19111 uplift at joint 3 and 211 It, uplift at joint 2. LOAD CASE(S) Standard Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 69H Parke East Blvd. Tampa FL 33610 Data: October 21,2019 AWARNING- VedrydeslgnparemetemendREADNOWSONTNISANDtNCLUDEDATTEKBEFERANCEPAGEMl474TJrev.1001d016BEFOREUSE Design valid for use only WM Mgel� connectors. This design Is based only upon parameters shown, and Is for an Individual buuding component, not �' a huss system. Before use, the building designer must verify Me appllcabOMy of design parameters and properly Incorporate this design Into the overall bull design mating indicated b to prevent buckling of Individual trot web and/or chord members only. Additional temporary and permanent bracing Is always regulred for stability and to prevent collapse with possible personal Injury and property damage. For general guldonce regarding the MiTek' fabrlcoems storage, calvary, election and bracing of busses and truss systems saeANSUIPIt Caps. CdMdo. DSU9 and BCSI Wilding Component Safety lnfannallonavallable from Truss Plate Institute, 218 N. Lee Sheet Suite 312, Alexandrlo. VA 22314. 69" Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Ory Ply T18422205 3069267-PSLP-fi0D4 HJ31 Diagonal Hip Girder 2 1 Job Reference (optional) Builders First Source, Plant City, FL- 32556, .7M 8.24USJUI142U19miexinaSfnes,lnc. SalUm1909:33:152U19 Pagel ID:IHNemeXlgc7kGE2RNASlyjhkw-5j7pPGm—p2iyMr4107Bw7xLJpGUJ EdxpROe28yRuLl Scale: V=V LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Vde9 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert -0.01 24 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.02 2-4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Wind(LL) 0.00 2 "•' 240 Weight: 15lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=68/Mechanical, 2=225/0-10-7, 4=38/Mechanical Max Hom 2=132(LC 4) Max Uplift 3=-68(LC 8). 2= 151(LC 4) Max Grav 3=68(LC 1). 2=225(LC 1), 4=76(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=161 mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ff, Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (envelope); 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 nonconcurent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except (jt=lb) 2=151. 6)'NAILED' indicates 3-1 Od (0.148`x3') or 2-12d (0.148`x3.25') toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 24=-20 Concentrated Loads (lb) Vert: 5=44(F=22, B=22) Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 O WARNING- VeNfy design pammetenend READ NOTES ON TUMANDWCLUDEDMr/EKREFEAANCEFAGEM 74MM4 11YD12015BUOREUSE Design volid for use only with MrekO connectors. This design Is based only upon parameters shown. and Is for an frx:Mducl bustling component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate ttr6 design Into the overall bulltling design.Bracing lndocred is to prevent bucking of lndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' b always requlred for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regording the fabrication, storage. dellvery, erection and bracing of tnsssas and truss systems, seeANSVlPft Quad Xy CMrrda, DSB49 and BCSI Building p Component rk Parke East Blvd. Safety Informaprryte aaeable from Truss Plate Institute. 218 N. e Street Suite 312 Alexandria, VA 2231A. Tampa, ast0 Job Truss Truss Type Oty Ply T18422206 2169267-PSLP-6004 K1 Common 1 1 Job Reference o 8onal BUlleers HIM Source, Plant laty, YL-32565, e.24Ua JUIl4ZUle MIIeKI0amine5,inc. Sat Umle Ua:33:1ezUla 2 ST1.5x8 STP= 5ze = 171 3x8 = Scale a 1:31.5 Ia LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.10 1-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.20 3-4 >936 240 BCLL 0.0 - Rep Stress Incr YES WB 0.14 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.16 1-4 >999 240 Weight: 66 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-8-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=568/0-7-10, 3=568/0-7-10 Max Hom 1=98(LC 9) Max Uplift 1= 270(LC 12). 3=270(LC 13) FORCES. (lb) - Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-813/770, 2-3=-8131770 BOT CHORD 1-4--470/638, 3-4=-470/638 WEBS 2-4=-54/364 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=161mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=5.Opsf; h=151t; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-3-13 to 6-3-13, Interior(1) 6-3-13 to 8-0-0, Exterior(2) 8-0-0 to 14-0-0, Interior(1) 14-0-0 to 15-8-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL--1.60 plate grip D0L--1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcumant 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 100 lb uplift at joint(s) except Qt=lb) 1=270, 3=270. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cort 6634 6904 Parke East Blvd. Tampa FL 33810 Date: October 21,2019 Jab Truss Truss Type Oty Ply T18422207 2069267-PSLP-6004 K2 Hip Girder 1 1 Jab Reference (Optional) Builders First Source, Plant City, FL-32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Sat Oct 19 09:33:19 2019 4.6 4.6 = ST1.SxB STP= 2x4 II 2x4 II ST1.5x8 STP= 3x4 9 3x4 Scale = 1:29.6 Plate Offsets (X Y)- [2:0-2-10 0-1-8]f5:0-2-10 0.1-e1 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(L-) -0.11 5-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.21 5-7 >889 240 BCLL 0.0 ' Rep Stress [nor NO WB 0.19 Hom(CT) 0.04 5 n1a ri BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.17 2-8 >999 240 Weight: 631b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1118/0-7-10, 5=1118/0-7-10 Max Harz 2=97(LC 26) Max Uplift 2=-740(LC 8), 5=-740(LC 9) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1833/1232, 3-4=-1561/1148, 4-5=-1833/1232 BOT CHORD 2-8=-996/1543, 7-8=-1000/1561, 5-7=993/1543 WEBS 3-8=-173A91. 4-7=-173/491 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-6-1 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=161 mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=5.Opst h=15tt; Cat. II; Exp D; Encl., GCO=0.18; MW FRS (envelope); cantilever left and Tight exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent 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 10011a uplift at joints) except (jt=lb) 2=740, 5=740. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 204 lb down and 361 Ib up at 7-0-0, and 204 lb down and 361 lb up at 9-0-0 on top chord, and 321 lb down and 177 lb up at 7-0-0, and 321 lb down and 1771b up at 8-11.4 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Uve (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-3=-54, 3-4=-54, 4-6=-54, 2-5=-20 Concentrated Loads (Ib) Vert: 3=-157(B) 4=-157(8) 8=-321(B) 7=-321(B) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 QWABNING-Verlrydeslgnpanmetnaend BEAD NOTES ON MZANDWCLUDEDMREKBEF£NANCEPAGEUX74T3re, IORIA01SBEFONE USE Design valid for use only with MIreIl) connectors, This design Is based only upon parameters shown. and Is for an Individual building component. not �■- I a buss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overcll bulidingdeslgn. Bracing Indicated lsloprevent buckling ofimcivlduolhussweband/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for slotairty antl to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of musses and muss systems. seeANSVTPII Qua Criteria, D6a-09 and SCSI Building Component 69oa Parka East BNd. Sal m/ormOlbrxrvOiloble ham truss Plate ImriNte.279 N. Lee Sheaf, Suite 312 Alexontlria. VA 22114. Tampa, FL 33610 Job Truss Truss Type Ory Ply T18422208 2069267-PSLP-6004 Pi Roof Special Girder 1 1 Jab Reference o lional Builders First Source, Plant City, FL- 32566, 0.zao a aw i4 zu is MITak nmusures, Ind. Sawa ro uaasau 2015 pray. I ID:IHNexneXlgc7kGE2fZNASlyjhkw-SgwiS_ApLg?37j15zjMdBEFW gyl_VlgyjlPlMyPULD -t-5-0 3-8-8 7-5-0 - 8-10-0 1-5-0 3-8.8 3-8-8 2x4 = NAILED 4x8 = NAILED NAILED NAILED 2x4 = Scale=1:19.0 Ia 3-8-8 3-8-8 LOADING (pso SPACING- 2-0-0 CSI. DEFL in (too) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.02 4-6 >999 240 W20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Veri -0.03 4-6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.01 Horz(CT) 0.01 4 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 31 lb FT=20% LUMBER- 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x8 SP 240OF 2.0E REACTIONS. (lb/size) 2=375/0-5-4, 4=375/0-5-5 Max Horz 2=-46(LC 24) Max Uplift 2=-311(LC 4), 4=-311(LC 5) Max Gmv 2=389(LC 36), 4=389(LC 35) FORCES. (lb) - Max. Comp./Max. Ten. -All tomes 250 (Ib) or less except when shown. TOP CHORD 23= 693/244, 3-4=-692/243 BOT CHORD 2-6=-182/693, 4-6=-182/693 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=161 mph (3-second gust) Vasdi 25mph; TCDL=4.2psf; BCDL=5.Opst h=1511; Cat. II; Exp D; Encl., GCpt=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DDL=1'.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 lost bottom chard live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 2=311, 4=311. 6) "NAILED' indicates 3-1 Did (0.148'x3') or 2-12d (0.148'x3.25') toe -nails per NDS guidlines. 7) In the LOAD GASE(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 Increaseri Uniform Loads (pit) Vert: 1-3=-54, 3-5=-54, 2-4=-20 Concentrated Loads III Vert: 3= 31(F— 15, B= 15) 6=-27(F=-14, B=-14) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cott 6634 6604 Parke East Blvd. Tampa FL 33610 Dale: October 21,2019 O WARNING -Ver/rydeslgnoammetersand READNOTES ON THISAND INCLUDED M/TEKREFERANCE PAGEMX747a mv. 101131?015BEFOREUSE Design valid for use only with MlTekS connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not a truss system. Before use, me building designer must verity the applicability of design parameters and property Incorporate thLs design Into the overall Additional temporary and brocing MiTek' buildingdeslgn. Bracing lntlicafetlh to prevent buckling of Individual truss web and/or chord members only. permanent Is always required for stability and to prevent collapse with possible persond Injury and property damage. For general guidance regarding the fobrlcation, storage, delivery, erection and bracing of passes and truss systems, seeANSURit Qua] lh CdMria, OSB49 and SCSI Building Component 69M Parke East Blvd. Safety Nlormationdvoiloble from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22 14. Tampa, FL 33610 Job Truss Truss Type f01y Ply T10422209 2069267-PSLP-6004 V1 Valley 2 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 s Jul 14 2019 MiTek Industries. Inc. Sat Oct 19 09:33:21 2019 3x6 = 2 3.11.E MOr, 0-0.8 Scale = 1:7.7 a ld Plate Offsets (X,Y)— (2:0-3-0 Edge] LOADING (psl) SPACING. 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.15 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 10 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=101/3-11-0, 3=101/3-11-0 Max Horz 1= 17(LC 8) Max Uplift 1=48(LC 12). 3= 48(LC 13) FORCES. (Ib) - Max. CompJMa%. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-" cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuli 61 mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp D; Encl.. GCpl=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and tomes 8, MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 1, 3. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 QWARNING- Vedtydesignpammetamend READ NOTES ON MMANDN'CLUDEOMR KNEFERANCEPAGEM674mmv. 10=2015 BEFORE USE Design valid for use only with Mgea connectors. This design a based only upon parameters shown and Is for an Individual building component, not a truss system. Before use, the building designer must verify Me applicability of design parameters and property Incorporate this design Into the overall building design.Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Addihonal temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal eyury and property damage. For general guidance regarding the fobrlcahon, storage, delivery, erection and bracing of inures and muss systems, seeANSVrPII Quality CMArb. OSE-99 and BCM Buadi Component6904 Safely infoanatlonavaroble from Truss Plate Institute, 218 N. Lee Street. Suite 312, Nexantl0a, VA 22314. ��- MiTek' Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply T18422210 2069267-PSLP-6004 V2 Valley 2 7 Job Reference o tional uuuaers rust source, viant uny, rL- azsos, 4.6 = 3 4 3x4 q 2x4 II 3x4 C LOADING (psf) SPACING- 2-0-0 CSI. 'DEFL. in (loc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Ve t(LL) rJa - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 3 n1a n/a BCDL 10.0 Code FBC20177TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=11177-11-0,3=11177-11-0,4=27617-11-0 Max Horz 1=41(LC 8) Max Uplift 1=-66(LC 12), 3=-74(LC 13), 4=-105(LC 12) Max Grav 1=114(LC 23), 3=114(LC 24), 4=276(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All tomes 250 (Ib) or less except when shown. WEBS 2-4=-1691295 Scale: 3/4-=1' PLATES GRIP MT20 244/190 Weight: 25 to FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD :Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=161 mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) 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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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 1001b uplift at joint(s) 1, 3 except (t=lb) 4=105. a 0 Joaquin Velez PE N0.68182 MiTek USA, Go. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 Job Truss Thus Type City Ply T18422271 2069267-PSLP-6004 V3 Valley 2 1 Job Reference o tional oulleers rim o0urce, nam'uy, rL- 41.00, . aawu re ueascr cum rayc ID:IHNexneXlgc7kGE2fZNASlyjhkw-KS9DILyZtaACiXIIoKpnlo1OsJSC3wlwF(Lhds7yRuL9 Scale=1:21.6 4x6 = 2 3x6 i 2x4 li 3x6 C LOADING (psQ SPACING- 2-0-0 CSI. DEFL in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.49 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Veh(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Hom(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 391b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=177/11-11-0,3=177/11-11-0,4=440/11-11-0 Max Harz 1=-65(LC 8) Max Uplift 1=-106(LC 12). 3=-117(LC 13), 4=-168(LC 12) Max only, 1=181(LC 23), 3=181(LC 24), 4=440(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All tomes 250 (lb) or less except when shown. WEBS 2-4=-269/417 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=161 mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=5.Opsf; hI511; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces R MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) except 011=11b) 1=106, 3=117, 4=168. Joaquin Velez PE No.68182 MiTak USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 AWARNING- VerifydasfgnPara.tarsendREADNOTES ONTHIS AND INCLUDEDMmEKREFERANCEPAGEMO-7473rev.1aTasY015BEFOREUSE Design valid for use only with MBekO connectors. This design Is based only upon parameters shown, and Is for an individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and property Ncorporate this design Into the overall builGmg design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of Trusses and truss systems, weANSVrP11 Quality CMMo, DSB4t9 and BCSI Building Component 69M Parke East Blvd. Safety Intoenationavoilable from Truss Fiote Institute. 218 N. We Sheet, Suite 312, Nexondrin VA 22314. Tampa, FL 33610 Job Thus Truss Type Oty Ply T18422212 2069267-PSLP-6004 V4 Valley 1 1 Job Reference (optional) drawers ruse source, rram ury, rL - dzbbb, 6 b.zvu sdm wmin rvn Tart inuusnies, inc. wawa rn un:w:w zum rays i ID:IHNeme%Igc7kGE2fZNASlyjhkw-KS9DILyZtaAQXl1 oKpNo1 OwgSLPwilFtLhds7yRuL9 46 = Scale = 1:25.6 3x4 4 8 7 6 3x4 Q 2.4 II 2x4 11 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (foe) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vart(LL) Na - Na 999 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) Na - Na 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 HOrz(CT) 0.00 5 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 PLATES GRIP MT20 2441190 Weight: 51 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 'Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 13-11-0. (lb) - Max Hoa 1=77(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 6=-225(LC 13), 8=-225(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 6=285(LC 24), 8=285(LC 23) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-6=-216/427, 2-8=-216/427 NOTES- 1) Unbalanced mof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=161mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-7-9 to 6-7-9, Intedor(1) 6-7-9 to 7-0-0; Exterior(2) 7-0-0 to 13-0-0, Interior(1) 13-0-0 to 13-4-7 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) Gable requires continuous bottom chord bearing. 4) This toss has been designed for a 10.0 psf bottom chord live load nunconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chard 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 fuss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except 61=11a) 6=225, 8=225. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 O WARNING- Vsheydesfgnpsmmefersand READNOTES ON TN/SAND INCLUDED MREKREPERANCEPAGEA!i rse 10,1112015 BEFORE USE Design valid for use only with Wows connectors. This design Is based only upon parameters shown, and Is for an Indlvldual building component, not a inns system. Before use, the building designer must verity the appllcablllty of design parameters and properly incorporate me 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 cailapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of busses and truss systems. seeANSViPiI Guoltly Cdfedo, DS549 and SCSI building Component 6904 Pella East BNd. Safety Informalbmvallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexontlrlw. VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply T118422213 2069267-PSLP-6004 VS Valley 2 1 Job Reference (optional) c unaers nrsl source, ream ury, IL- 44oab, 2x4 i b.zvu s uu w m i. mr r nrt inuwnies, um. sar e" le u.:a¢4s.... ray. i ID:IHNexneXlgc7kGE2fZNASIy)hkw-oejbWhzBetlH9uc?uW IYKEx7mdAfl6P6?RAOZyRuL8 2x4 II 2 3 Scale =1:8.4 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a nya BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 7 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ialsize) 1=55/2-2-8,3=55/2-2-8 Max Horz 1=45(LC 12) Max Uplift 1— 20(LC 12), 3=-43(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=161 mph (3-second gust) Vasd=125ri TCDL=4.2psf; BCDL=S.Opst h=15h; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and tight exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grp DOL=1.60 2) Gable requires continuous bottom chord bearing. 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 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 beating plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 Q WARNWG- verifydesl9n paremerersand READ NOTES ON MIS AND INCLUDED MmEKREIFERANCEPAGEM67Vstnn, IDAY4mS BEFORE USE • Design valid for use only wM Meek® connectors. this design Is based only upon parameters shown and is for on Individual building component. not a fuss system. Before use. Me building designer must verify the applicability of design parameters and properly Incorporate this tleslgn Into the overall building design, Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracng M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fabrication storage, delivery, erection and bracing of trusses and truss systems saeANSI/IPII Quality Creech. DSB-09 and BCSI Building Component Safety Infommtloravaliable from Truss Plate InstiMe. 218 N. Lee Street Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type city Ply T18422214 2069267-PSLP-6004 V6 Valley 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Sal Oct 19 09:33:26 2019 Page 1 ID:IHNelmeXlgc7kGE21ZNASIAhkw-HgHzj l—pPB08n2BBSEgmSUDzFOFOCMYLfAjxOyRUL7 4-3.0 4.3.0 2 2x4 4 2x4 11 LOADING (psf) SPACING- 2-0-0 CS'. DEFL. in (too) Vdefl Ld TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Ved(LL) Na - Na 999 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Ved(CT) Na - Na 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 Na Na BCOL 10.0 Code FBC2017/rP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=129/4-2-8, 3=129/4-2-6 Max Ho¢ 1=106(LC 12) Max Uplift 1=-47(LC 12), 3=-100(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-127/270 Scale=1:13.4 PLATES GRIP MT20 244/190 Weight: 151b FT=20% Structural wood sheathing directly applied or 4-3-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=161 mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; Cat. II; Exp D; Encl., GCpi=0.18: MWFRS (envelope) 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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-64) tall by 2-" wide Will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 1, 3. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cad 6634 6904 Parka East Blvd. Tampa FL 33610 Date: October 21,2019 QWARNING-14eNtydeslgnperemefemandRMDNOTESONTNISANDINCLUDEDWEKREFENANCEPAGEM614"mv.faN12015DEFOFEUSE volid for use only Win MifedD connectors. 7Ns design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the appllcobi lly of design parameters and drapery Incorporate this design Into the overall building design. Bracing Indicated is to prevent bucWing of lnclMtlual fruss 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 regartling the fabricationstorage. delivery, erection and bracing of trusses and truss systems, weANSVIPII Qua' CMj DS5.89 and SCSI Building Component Sabty Inform fflonc voilabie from Truss Plate Insill 218 N. We Street Suite 312. Alexandria. VA 22314. Wit MiTek' 690,1 Parke East Blvd. Tempe, FL 33610 Job Truss Thus Type City Ply T76422215 2069267-PSLP-6004 V7 Valley 1 1 Job Reference (optional) ailruer5 nrsl..U.' nGrnl ay, IL-Jmpo, r ayo , ID:IHNemexlgc7kGE2fZNASIAhkw-IDfM WN?SgVY?OCIN?xLOPfORyfMC7dBiZJwHTSyRuL6 9 5 4 2x4 i 2x4 II 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 2% Plate Grip DOL 1.25 TC 0.21 Vert(L-) n/a - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.13 VerI CT) n/a - n1a 999 BCLL 0.0 ' Rep Stress [nor YES WB 0.15 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP NO.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=64/6-2-8, 4=87/6-2-8, 5=254/6-2-8 Max Ho¢ 1=166(LC 12) Max Uplift 4=-67(LC 12). 5=-198(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-331/129 WEBS 2-5=-246/519 Scale =1:20.0 PLATES GRIP MT20 244/190 Weight: 24 to FT=20% Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=161 mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=5.Opsf; h=1511; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) 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) 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Gt=lb) 5=198. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart $634 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 Q WARNING•Verirydeslgnpmemefersand READ NOTES ON MIS AND WCLUOEO9REKREPERANCEPAGEM0.lgJrev-noodiimIsB POREUSE Design valid for use only with MTek49conneclors. This design is based only upon parameters shovm. and Is form indivoual building component, not ��- a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate the design Into the overall binding design. Bracing lntlicated is to prevent buckling of IndNltlual tmss web and/or chord members piny. Acciflonai temporary and permanent bracing MiTek- Is always regCVed for stability, and to prevent collapse wilh possible personal Injury and property damage. For general guidance regarding the 69M Parke East Bind. fabriwHon, storage. delivery, erection and bracing of trusses and buss systems. seeANSIAPit Qua' 1y CRaW, DSB.69 and SCSI Building Component Sabin Informotionavoilable from Truss Rate InseMe, 218 N. Lea Street, Suite 312, Alexantlrio, VA 2291C Tampa. FL 33610 b ss Truss Type Clry Ply r2469267-PSLP-6004 T1842221fi [V8 VALLEY 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Sat Oct 19 09:33:28 2019 Page 1 ID:IHNexneXlgc7kGE2fZNASlyjhkw.DDPkBj?4wahsOMKZZfsFylZbc3hKs5wrozfq?uyRuL5 -1-1-0k 6-10.0 10.8.0 17.6-0 18.7-0 6-10.0 f 3-10-0 I 6.10-0 F 1-1-0 Scale=1:34.9 46 = 46 = 15 14 13 12 11 10 93x6 II 3.6 II 2x4 II 2x4 11 3x6 = 2x4 II 2x4 11 17-8-0 LOADING (par SPACING- 2-0-0 CSI. DEFL, in (loc) Mail Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.28 Vert(LL) 0.00 7 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) 0.00 7 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WE 0.12 Hom(CT) 0.00 9 rda Na BCDL 10.0 Code FBC2017/rP12014 Matrix-R Weight: 81 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc puffins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. Allbeadngs17-6-0. (lb) - Max Ho¢ 15=-163(LC 10) Max Uplift All uplift 100111 or less atjoint(s) 11, 13 except 15=-146(LC 12), 9=-148(LC 13). 10=-228(LC 13), 14=-229(LC 12) Max Grav All reactions 250 lb or less at joint(s) 15, 9 except 10=266(LC 20), 11=253(LC 26). 14=269(LC 19). 13=253(LC 25) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-189/464, 3-4=-175/405, 4-5=-165/399, 5-6- 176/398, 7-9- 189/460 WEBS 6-10=-208/412, 3-14= 210/414 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=161mph (3-second gust) Vasd=125mph; TCDL=A.2psf; BCDL=5.Opsf; h=15h; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2)-1-1-0to 4-11-0, Interior(1) 4-11-0to 6-10-0, Exterior(2) 6-10-0 to 18-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8, MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed fora 10.0 psi bottom chord live load nonconcumant 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, with BCDL=10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) 11, 13 except Qt=lb) 15=146, 9=148. 10=228, 14=229. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 66M 6804 Parke East Blvd, Tampa FL 33610 Date: October 21,2019 Q WARNING -Verify deslgnpammetemend REAONOTES ON THe:ANOwCLUDEDMITEKREFERANCEPAGEM147473rv. raA ISSEFOREUSE Design valid for use only with Mred], connectors, This design 6 based only upon parameters shown, and Is for an Individual bulling component, not a truss system. Before use, the building designer must verify the applicability of doegn parameters and properly Incorporate this design Into the overall bulldingdesign. Bracing Indicated is to prevent buciding of lndlAdual truss web and/or chord members only, Addl6onaltempororyondpennanentbrocing Is always requlred for stablllN and to prevent collapse with posslble personal injury and property damage. For general guldonce regarding the fabrication. storage, delivery. erection antl bracing of trusses and truss systems, weANSV1P11 Quality CrBerli DS849 and SCSI Building Component safety hlformationavcltable from Truss Rate Institute, 218 N. Lee Street Sulte 31Z Alexandria, VA 22314. MiTek' 69M Parka East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply T18422217 2069267-PSLP-6004 V9 GABLE 1 1 Job Reference o tional Builders First Source, Plant City, FL-32566, 8.24U 5 JUI l4 ZUlU MI I eK InUUslneS, InC. Sal Ucl la UV:aJ:Za ZUIa regal ID:IHNewleXlgc7kGE2fZNASlyjhkw-hPz6L30ih6pjeWvm7MNUV461aT 1 bXIL1dPDXLyRuL4 46 = 3x4 G u v a 3x4 C 5.6 = 2x4 II Scale=1:34.0 Plate Offsets(XY)— 17'0-3-003-0) LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP ' TCLL 20.0 Plate Grip DOL 1.25 TIC 0.33 Vert(LL) n/a - n1a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.15 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 69 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-M oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 16-7-0. (lb) - Max Horz 1=105(LC 9) Max Uplift All uplift 100 lb or less atjoint(s) 1, 5 except 8=-307(LC 12), 6=-307(LC 13) Max Grav All reactions 250 lb or less atjoint(s) 1, 5, 7 except 8=390(LC 23), 6=390(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lo) or less except when shown. TOP CHORD 23=-109/252, 3-4=-109/252 WEBS 2-8=-281/519, 4-6=-281/519 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=161mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=5.Opsh h=15ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exh ior(2) G-7-9 to 6-7-9, Interior(1) 6-7-9 to 9-3-8. Exterior(2) 9-3-8 to 15-3-8, Interior(1) 15-3-8 to 17-11-7 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except at=lb) 8=307, 6=307. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6304 Parka East Blvd. Tampa FL 33610 Data: October 21,2019 Q WARNING-V dfydeslSnperdmefersend REAONOTESONTNISA DWCLUOEOMREKRUF NCEPAGEMX74TJrev. 10032015aEFOREUSE. Design valid for use only with Meek® connectors. MIs design s based only upon parameters shown, and b for an Individual building component, not a buss system. Before mg. Me building designer must verify Me opplicabllfly, of design parameters and properly Incorporate rub design Into Me overall buildingdeslgn. Bracing Indicated Istoprevent bucWhgofIndividual thus; web and/or chord members only. Additional temporary and permanent bracing MiTe1C Is always required for stabilN and to prevent collapse with "ble personal Injury and property damage. For general guidance regarding me fi504 Parke East Blvd. East B fobticotlon, storage, delivery. erection and bracing of husses and truss systems seeANSVIPII QuoBQtyy Cmub, OSSd9 and SCSI Balding Component Safety m/ormallonavolloble from Truss Plate Institute. 218 N. Lee Sheet. Sulte 31Z Alexandre. VA 22314. P33610 Tampa. FL Job Truss Truss Type cry Ply T18422218 M69267-PSLP-6004 V10 Valley 1 1 Job Reference (optional) uumers I-Irst Source, F ram uty, FL - 32566, d b 8.240 S JUI 14 2Ula MI I eK Inawtnes, Inc. bat Ud 1 e Ua:33:22 ZUl a rage 1 I D:IHNemIeXlgc7kGE2fZNASlyjhkw-032TtgxJLywjlRtODOIgicJa7ef2SNKy01 CW nFyRuLB Axe = 3 Scale-1:26.7 i 3x4 9 a 7 6 3x4 2x4 II 2x4 II 2x4 11 LOADING (psq SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vall () file - n/a 999 TCDL 7.0 Lumber DOL 1.25 SC 0.13 Ven(CT) rda - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -Sit LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 PLATES GRIP MT20 244/190 Weight: 53 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 14-6-0. (Ib) - Max Hor2 1=-81(LC 8) Max Uplift All uplift 100 lb or less atjoint(s) 1, 5, 7 except 6= 233(LC 13), 8=-233(LC 12) Max Gmv All reactions 2501b or less at joint(s) 1, 5, 7 except 6=295(LC 24). 8=295(LC 23) FORCES. (Ib) - Max. Comp./Max. Ten. -All farces 250 (Ib) or less except when shown. WEBS 4-6=-223/439, 2-8— 223/439 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=161 mph (3-second gust) Vasd=125mph; TCDL=4.2psf; BCDL=5.0psf; h=15h: Cat II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-7-9 to 6-7-9, Interior(1) 6-7-9 to 7-3-8, Extedor(2) 7-3-8 to 13-3-8, Interior(1) 13-3-8 to 13-11-7 zone; cantilever left and right exposed ;C-C for members and forces 8 MNFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcunent 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 1001b uplift at joint(s) 1, 5, 7 except (jt=11g) 6=233, 8=233. Joaquin Velez PE N0.68182 MIT& USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 21,2019 O WARNWG-9ertly design Pmemeterse4d READ NOTES ON TN/SAND INCLUDED MREKREFERANCEPAGEM674M rev. laTa2a1SBEFOREUSE. Design valid for use any wIM MRek®conneciors. Thisdeslgn Is based only upon parameters shown. and Is for an Individual building component, not a busssystem. Before use, Me bulding designer mustverity, Me appllcabllay of design parameters and properly Incorporate finis design Into Me overall building design, Bracing Indicated is to prevent buckling of IndNldual truss web and/or chord members only. Addiflonal temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal hjury and property damage. For general guidance regarding the fabrication. storage, calvary. erection and bracing of musses and hum systems seeANSVIP11 Cua18v CmeM, DS349 and BCA Building Component NfoenplbrFavolloble ham Tma Plate Institute. 218 N. Lee Sheet Suite 312, A rkxontlrlo. VA 22 IA. MiTeW 6904 Parke East Blvd.nobly Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center. plate on joint unless x, y offsets are Indicated. Dimensions are in ff-In-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-1/11 For 4 x 2 orientation, locate plates 0-11is from outside edge of truss. This symbol Indicates the required direction of slots in connector plates. Plate location details available in Mil'ek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 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 f indicated. BEARING Indicates location where bearings orle� (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 In sixteenths scale) (Drawings not To scale) 2 3 TOP CHORDS JOINTS ARE GENERALLY NUMBEREDAETrERED 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-1 311, ESR-1 352, ESR1 988 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 ANSIrl-PI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MITek® All Rights Reserved e MiTek® MITek Engineering Reference Sheet: MR-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for two system e.g. diagonal orX-bracing, is always required. See BC51. 2. Truss bracing must be designed by an engineer. For wide two spacing. Individual lateral braces themselves may require bracing, or aBemotive 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 building 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 two 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/rPI 1. 8. 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 two fabricator. General practice is to camber for dead load deflection. 11, Plate type, sae, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and sae, and In all respects, equal to or better than that specified, 13. Top chords must be sheathed or purlins 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 cut or 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 ANSI1l Pl 1 Quality Criteria.