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Home My WebLink AboutTRUSS PAPERWORKM' Lumber design values are in accordance with ANSI/fPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: J37433 - J37433-Clark Const.-Mimms Res. MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Clark Construction Project Name: Minims Res. Model: Tampa, Fl- 33610-4115 Lot/Block: Subdivision: Address: 8204 Kenwood Rd. City: Ft. Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for I he buildKEIVED Name: License #: Address: MAY 0 7 2019 City: State: General Truss Engineering, Criteria & Design Loads (Individual Truss Design. Draw' fitting Loading Conditions): SCANNED Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.2 BY Wind Code: ASCE 7-10 [All HeighR Wind Speed: 160 mph Roof Load: 47.15 psf Floor Load: N/A psf St. Lucie County This package includes 29 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. I Seal# Truss Name Date 1 IT16385739 A01 2/28/19 118 IT163857561 MV76 2/28/19 12 I T16385740 A02 22281 9 MV16A 2/28/19 13 IT16385741 A03 8/192 01 T163857571 6385758 I MV18 12/28/19 I 14 I T16385742 I A04 12/28/19 121 I T16385759 I MV27 12/28/19 I 5 T1 6385743 1 A05 12/28/19 122 IT163 2 12/28/19 I761M7 6 T16385744 196 12128/19 123 1T16 B 12/28/19 I 745�7 T163 A07 2/28/19 124 1 T16385762 1 ZCJ1 2/28/19 18 1 T1 6385746 1 A08 I2/28/19 25 T16385763 ZCJ3 2/28/19 19 1 T1 6385747 1 A09G J2/28/19 126 1 T1 6385764 1 ZEJ4 12/28/19 110 I T16385748 I MV6 12/28/19 127 I T16385765 I ZEJ6 12/28/19 I 11 T1:3857491 MV8 12/28/19 128 1 T1 6385766 1 ZEJ6A 12/28/19 I 12 T1385750 I MV10 12/28/19 129 I T16385767 I ZHJ4 12/28/19 I 13 T16385751MV10A 2/28/19 REVIEWED FOR I ODE COMPLIANT 114 IT163857521MV12 2/28/19 [15 1T16365753IMV12A 12/28/19 �16 �T16385754�MV14 2/28/19 117 1 T16385755 I MV14A 12/28/19 C .DpE The truss drawing(s) referenced above have been prepar§ , LUCIE COUN I Y MiTek USA, Inc. under my direct supervision based on the paramettSOCC provided by East Coast Truss. Truss Design Engineer's Name: Albani, Thomas 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 judsdiction(s) identified and that the designs comply with ANSI/rPI 1. These designs are based.upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verity applicability of design parameters and prowdl incorporate these designs into the overall buildin9 desi nP er ANSI/rPl 1 Ch a to A i F ••• O R � v•' � C ,I.N, Thomas A Alban) PE No.39380 Mlrek USA, Inc. FL Can 65M 6904 Parke Past Blvd:Tampa Fl. 33610 tr]j a Air February 28,2019 Albani, Thomas 1 of 1 0 IIr Job Truss Truss Type Oty Ply J37433LIaik Const-Wimms Res. T16385739 J37433 A01 Common 3 1 Job Reference o tiGnal Truss, Ft. Pierce, FL 34946 8.240 s Dee 6 2018 MiTek Industries, Inc Thu Feb 28 07:11:19 2019 Page 1 4x4 = Ise -- 3x4 = 3x4 = 3x4 = Seat = 2x4 II 9G2 18-4-5 I 2D8-0 9 a> Scale: 114'=1- Plate Offsets (X,Y)- 12:0-0-10 Edgel LOADING (psf) SPACING. 2-0-0 CSI. DEFL in (roc) Well Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.14 11-14 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.33 BC 0.80 Vert(CT) -0.31 11-14 >797 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.31 Haz(CT) 0.04 8 n/a n/a BCDL 10.0 Cattle FBC20171TP12014 Matrix -AS Weight: 1301to FT-0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'Except* 741: 2x6 SP No.2 REACTIONS. (lb/size) 2=1116/0-8-0, 8=953/0.8-0 Max Horz 2=293(LC 8) Max Uplift 2=282(LC 8), 8=260(1-0 8) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown. TOP CHORD 2-3= 1M1/313, 3-5=1407/244, 5.6=369/69, 6-7=287/81, 7-8=969/244 BOT CHORD 2-11= 473/1589, 9-11=278/920 WEBS 3-11=493/201,5-11-891630. 59=888/286,7-9=215MV BRACING- TOPCHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-9 with 2x4 SP No.3 with 2 - 10d (0.131"a2l' nails and cross brace spacing of 20-0-0 oc. NOTES- 1) Unbalanced met live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf BCDL=3.Opsf; h=15ft; 5=58ft; L=37ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurfent 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= IO.Opsf. 6) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) except (jt=lb) 2=282, 8=260. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. 8) Warning: Additional permanent and stability bracing for "as system (not part of this component design) is always required. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33810 Date: February 28,2019 ®WARNING -Verity design parameters and READ NOTES ON rMSANDINCLUDED MREK REFERENCE PAGEMII.7473 rev. MROX015 BEFORE USE. Design valid far use only with MTeka conneatars. T %Is design is based only upon parameters sboen, and Is for an Indiaplual Import, ongxrreM not 11 a truss time m.Bafoaem. Me Wong designer must vadfy the applobilty of desgn parmetere and properly Nmma0. Nis design Me Me swag IMF bull&gdeslgn.BacingindiWedistoprewntbuaMgWindMdual Wssweba Wwr oMmembemwli, AddMWnattemponryandpermanembrming MiTek' Is always required for Qabilty and to prevent Collapse with posalele personal lnluryand property damage. Forgenemlguldazeregartingthe fabrication, Mamie. daliery, emotion and badng WWmers and Miss"mrs, Sae ANSIR%I Qaalny amen, DS949 and SCSI Building Component SsfelylnMrmadon awgabie bam Tmss Plate In=OO, 21a N Lee 61reet, Sute 312, Nerandda, VA 22314. 6904 Parke East Slyd. Tampa. FL 35510 J IY Job Toss Truss Type Qty Ply J37433-Clark Const.-Mknms Res. T16385740 J37433 102 Roof Spedal 7 1 Job Reference (optional) Truss, FL Pierce, FL 34M 6 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Feb 28 07:11:20 2019 Page i 5.00 12 3x4 i 6 4x4 = Scale =1:55.8 7 3x8 �&� a 14 " II 3x8 = 3,05 = Extension greater than 2-0-0 require 1.4 11 2x4 II support on all trusses in this job. 1A 11 taco 1 zsaxaG lose taoa lase soaa 1 7-ia 1 7-Id too ' 6xIO hki`di 15 = tx4 II 3x8 � 384 12 15 3x4 [og Plate Offsets(X.Y)- [2:0-1-13,0-0-12][3:0-1-120-0-12) rl6:0-5-80-3-01 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) gde0 Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.33 15-16 >743 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.86 Vert(CT) -0.5815-16 >420 180 M18SHS 2441190 SCLL 0.0 ' Rep Stress Ina YES WB 0.89 Horz(CT) 0.20 11 n1a rda BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight 141 lb FT-0% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except* 2-16: 2x4 SP No.1 WEBS 2x4 SP No.3'Excepr 8-11: 2x6 SP NG.2 REACTIONS. (lb/size) 2=1118/0-8-0, 11=974/0-8-0 Max Horz 2=293(LC 8) Max Uplift 2=279(LC 8), 11=257(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 0o bracing: 10-13 FORCES. (Ib) - Max. ComplMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 23=3796/872, 35=3655/914, 5-6=1553/322, 6.7=379176, 7-8=316187, 9-11=957/252, 8-9=961/239 BOT CHORD 15-16=536/1776, 13-15=286/949, 2-16=1028/3495 WEBS 6-13=.918/297, 8-13=-204/849,6-15=177/818,6-15=647/251, 5-16=-534/1779 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=58ft; L=378; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise Indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fat between the bottom chord and any other members. 7) Bearing at Joints) 2 Considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s) except (Jt=1b) 2=279, 11=257. 9) This truss design requires that a minimum of 7/1W structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. Thomas A Albani PE No.39360 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2019 ®WARNING- Venfx aeaignparame(ers antl READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. fe/017015 BEFORE USE. Design MITek®connMon.TiletlIt Is basetlonlyuponpanmHenshown.antlp en IMivitlo Watlingn �� spoetarusea use. duerty WeMent,not tle3gn paordmembers property Nwrporete Nistleaigneeoamembnll atmss system.Befmaginicated to tlesignebuuhg swagindicateIs to DnwntTepaut gof 0INeappaeustweb eabaWp temponrygarng waswabanWm Uor4membmge. MiTek' Is WNgtlaclgiro. to DmNeMdis poand"asmonal Me Potable Personal ntl propeMtlamape. r general ding oawlN s.seejury An Bthe faboo on. Montlfarslaery,e dOnA And Wading ualKy Divans, Deltasance 185da9on, tlonge, tleM�ry,efe.T.n EEntingoftma218N. ausssynems,see II Cdroda, DSa418 antleC5l Building Component 6iurp..ParkeEast BhV. aebrylMormeDon avaea5k Irom Tmsa Plata InstkNa, 218 N.lxe SUeel, 6uae m2 Alexantlda, VA22]14. dN,VA 14. Tampa, R 36610 ib Job Truss Truss Type Oty Ply J37433-Clark ConsL-Mimms Res. T163B5741 J37433 A03 Hip 1 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 8.240 s Dec 62018 MTek Industries, Inc. Thu Feb 2807:11:202019 Pagel ID:tc3jclLoiBfEIQUxSu54HBzghjp-CusSSshnJXsFNrd]sDTs3NWRLmO6Ss2N7rL_Ggzggy5 -2-09 2-60 763 10.0'8 1 12." 17d0 1 195u 2Oae 240 2.40 49-2 240 2-2-12 54F12 1-SO 1A0 4M = 4.8 = Scale =1:51.7 5.an 12 7 6 9 Ix4 II - 3x6 axis � us = ]xe = 3.84 12 2x4 II 1x4 II 1940 2a 22uu ]38 M 1= 0 17 1 7aa tau 1u0 Plate Offsets(X,Y)- [2:D-1-13,0-0-12113:0-1-120-0.12) [B:D-5-00-2-0I 111:D4-00-2-0) [17:0-5-8030) LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (IDc) gdeft L/d PLATES GRIP TOLL 30.0 Plate Grip DOL 1.25 TC 0.85 Ven(LL) -0,30 16-17 >811 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.33 BC 0.84 Vert(CT) -0.53 16-17 >459 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WE 0.82 Hoa(CT) 0.19 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight 157111 FT-0% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2*Except' 2-17: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except- 9.12: 2x6 SP No.2 BRACING- TOPCHORD Structural wood sheathing directly applietl, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10.0-0Gc bracing; 11-15 REACTIONS. (INsize) 2=1l l8/0-8-0, 12=978/0-8-0 Max Hoe 2=293(LC 8) Max Uplift 2=-278(LC 8), 12=255(LC 8) FORCES. (lb) - Max. ComplMax. Ten. -All farces 250 (Ib) or less except when shown. TOP CHORD 2-3=3786/867, 3-0=3616/893, 4-6=1596/324, 6-7=500/98, 7-8=388/117, 10-12=952/248, 9A0=877/237 BOT CHORD 16-17=570/1881, 15-16=321/1076, 2-17-102213484 WEBS 6-15=904/287, 8-11=-7221191. 9-11=174/667, 8-15=234/890, 6-16=150/731, 4-16=656/249, 4-17=485/1641 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-seoond gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf h=15ft; 8=58ft; L=37R; eave=5ft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (directional); 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) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This buss has been designed for a 10.0 psf bottom chord live load noncancurtent 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 tali by 2-0-g wide will (n between the bottom chard and any other members. 8) Bearing atjoint(s) 2 Considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) except (jt=1b) 2=278,12=255. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Warding: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A. Alban! PE No.39380 MIM USA, Ina FL can esm 9904 Parke East Blvd. Tampa FL 33610 Date: February 28,2019 ®WARNING. Verify design parameters and READ NOTES ON TMS AND INCLUDED ASTER REFERENCE PAGEMl47473rev. 10/034015 BEFORE USE. awww Design valid her use only wM MITI® connectors. This design Is based only upon parameters shown, and Is for an Individual building componeM not NO a Wss syslem. Berate use, the building designer must vedy the applicaltudyafal ign parameters and pmpe,lylnceryordle Nis design moths oveml bulidingiesign. Boxing indicated late prosem bucyling ofin4Mdua]tmss web andlarchord members only AddillonaltempidryelMpermane,daraing MiTek' Is allays required for stability and to proverd wnapse with possible penned] lNur,rand property damage. For general guidance regarding Me grantsmen. stodge, delivery, ero4ion and belong oftraves and buss Slaloms, she ANSUTPI10ughty Conde, DS0,89 and BCSl Building Comporeant Safrrylognowrlon avanablehem Tmss Plate InMOe,210N.LeeS a.S de312Alexandria,VA22314. 6904 Parke East BW. Tampa. FL 36610 Job Truss Truss Type Oty Ply J37433-Clark Const:Mimms Res. T1fi385742 J37433 A04 Hag Hip 1 1 Job Reference (optional) I rues, Ft. Pierce, FL 34946 a 8.240 s Dec 6 2018 MiTek Industries. Inc. Thu Feb 28 07:11:21 2019 Page 1 4x4 = axe = Scale =1:47.0 4xa 1x4 II IA II 2x4 II 3.84 12 3a5 = 22-a 9-a i 0 .5Z1 6-3-8 I 62-0 a-0G 1 a le Plate Offsets (X Y)- 12:0-1-13,0-0-121, [3:0-1-12.0-0-12) [14:0-5-8 OJ-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.35 13-14 >701 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.88 Vert(CT) -0,5813-14 ,423 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Ina YES WE 0.65 Horti 0.22 9 me n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -AS Weight: 1321b FT-0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except' 2-14: 2x4 SP No.1 WEBS 20 SP No.3 *Except* 6-9: 2x6 SP No.2 REACTIONS. (lb/size) 9=974/0-8-0, 2=1118/0-8.0 Max Horz 2=279(LC 8) Max Uplift 9=252(1_0 8). 2=283(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3705/868, 3-4=-3618/931, 4.5=811/159, 5-6=648/177, 7-9=944/251, 6-7=900/266 BOT CHORD 13-14=490/1688, 12-13=-490/1686, 2-14=-1009/3407 WEBS 4-14-57311812, 4.13=0/312, 4-12-1153/346, 6-12=263/943 BRACING- TOPCHORD Structural mod sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1Row at midpl 4-12 with 2x4 SP No.3 with 2 - 10d (0.131"x3") nails and cross brace spacing of 20-0-0 cc. , NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL-0.2psf; BCDL=3.Opsf; h=1511; B=58tt; L=37ft; eave=5R; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and tight exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree, rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Beating at joint(s) 2 considers parallel to grain value using ANSI/rPl1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift atjoint(s) except 0=11b) 9=252,2=283. 9) This truss design requires that a minimum of 7116'structural wood sheathing be applied directly to the lop chord and 112" gypsum sheetrock be applied directly to the bottom chord. 10) Wanting: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A. Alban! PE No.39380 MiTex USA, Inc. FL Cart 0634 0904 Fare, East Blvd. Tampa FL 33810 Dale February 28,2019 ®WARNING.Venrydetlgnparameters and READ NOTES ON THIS AND INCLUDED INTER REFERENCE PAGE MA7473rev. 1=3a fs BEFORE USE. Design valid for use onywab NmeA4e connectors. We design Is based any upon pmameters shown, and Is far an IndiNdual building comporent, nth a Mass System Before use. the bulling designer must verifythe appOrabllily of design parameters and propedy mooryorste this design ima the overall butdingdesign. Bracing Indicated is to prevent buckling of mMidual truss web Brauer nod members only. Addreend temporary and permanent Waxing MiTek- Is always required for stebiay and to prevent conapse web possible personal Injury and property damage. Forgenerel guidance regarding the fabdtatrol.storage, deuvery, erosion and lemong oftmsses ell Uses &'ei see ANSVTIF1 Quality Comde, DSBa9 and Best Building Component P Tana Padx SehTl ty/nlOaflon BYdilaCla fNm Truss More Institute. 216 N. LCB BIIB¢t, Butte 312 AIGXandAa, VA 22314. 3661BIW. Tampa, FL 3fG10 Job Tvss Tvss Type Qty ply . T163B5743 J37433 05 Hag Hip 1 �J37433-CI.rkCdTSd.A%nm.RBS 1 Job Reference (optional) Dec 5 2018 MiTek Industries, Inc Thu Feb 28 07:11:22 2019 Page 1 4e6 = Store =1.42.7 3x8 = 109 1.4 II 1x4 II 2x4 II 3.84 12 3x6 = 2-9-0 8-0a 13-0-0 18-0-0 19-0-0 20a-0 2-9-0 63A 5.0 Plate Offsets(X,Y)— 12:0-1-130-0-12113:0-1-120-0-12) (14:G-5-803-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vde0 L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.87 Ved(LL) -0.30 13-14 -821 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.33 BC 0.90 Vert(CT) -0.4913-14 >502 180 M18SHS 2441190 BCLL 0.0 Rep Stress Incr YES WE 0.71 Hoa(CT) 0.19 9 life ma BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 126 to FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 2-14: 2x4 SP No.1 WEBS 2x4 SP No.3'Except' 6-9: 2x6 SP No.2 REACTIONS. (Ib/size) "74/0.8-0, 2=1118/0-8-0 Max Horz 2=248(LC 8) Max Uplift 9=242(LC 8), 2=293(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied, except end veNcals. BOTCHORD Rigid ceiling directly applied. FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3670/860, 3-4=3557/905, 4-5=10871239, 5.6=926/248, 7-9=920/247, 6-7=873/266 BOT CHORD 13.14=520/1832, 12-13=520/1829, 2-14=-969/3372 WEBS 4-14=492/1612, 4-13=0/259, 4.12=1013/303, 6.12=287/1038 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vua=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf BCDL-3.Ops1; h=15ft; 3=58ft; L=37ft; eave=51t; Cat. II; Exile B; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and Tight exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 8) Bearing at joint(s) 2 Considers parallel to grain value using ANSI/fPl1 angle to grain formula. Building designer should verify Capacity of bearing surface. 9) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift atjoinl(s) except (jt=1b) 9=242, 2=293. 10) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetreck be applied directly to the bottom chord. 11) Warning: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. Thomas A Albani PE No.39380 MiTek USA, Ina FL Cart 6634 89U Parke East Blvd. Tampa FL 33610 Data: February 28,2019 ®WARNING- Verilydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M67473rev. 10ne"015 BEFORE USE. Desl,rvaeid for use only with a1Rek® connectors. This design is based only upon parameters sliorm, and is farad Molmdual Whom, component nth �® a Muss system.Before use. me buildingdesigner must veryne, appGcabirly of design perametersand pmperlyincoryemtethis design Into the overall ��Y�• 15,41dingdesign. Bracing indicated is to prevent buckling of lndrilduat goes web sMter chord members any gdditondlemporaryandpermaneNbracing MOW always required for stability and to prevent collapsewih po951Ne pemonal ln)uryand propeMdamage. Fdrgeneralguldenceregardingtha labdoabon,storage.delivery, enedion and heading ofhuees antl Was systems. see ANSW ll Quality Crlmde, DS949 and SCSl Building Component 6904 Pads East Blvd. Se"ItiMematmh a.Mblefrom Tmse MgelnetllNa.218N.LeeS M,Sude312Alexandda,VA22314. Tampa. FL 36610 Job Tnlss TrussType Oty Ply J37433-Clark Const:Mimms Res. T16385744 J37433 A06 Half Hip 1 1 Job Reference (optional) east west uma, rL �IeHCE, rL aR O 8.240 s Dec 6 2018 MTek Indusines, Ina Thu Feb 28 07:11t23 2019 Pagel Scale=1:38.7 54 = 1.4 11 34 = 4 14 5 6 3x4 = axn = 3xa = LOADING (last) TCLL 30.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Ina YES Code FBC20177TP12014 CSI. TC 0.30 BC 0.72 WB 0.39 Mainz -AS DEFL. in Vert(LL) -0.20 Ven(CT) -0.42 Horz(CT) 0.03 (too) Well Ud 8-10 >999 240 8-10 ,577 180 7 Na Na PLATES GRIP MT20 2441190 Weight 1151la FT=0% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3*Except' 6-7: 2x6 SP No.2 REACTIONS. (Ib/size) 7=953/0-8-0, 2=1116/D-8-0 Max Horz 2=218(LC 8) Max Uplift 7=239(LC 8), 2=-303(LC 8) Max Grav 7=953(LC 17), 2=1116(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1898/351, 3-4=1910/443, 4-5=774/185, 5-6=774/185, 6-7=933/242 BOTCHORD 2-10=-439/1687,8-10=-281/1004 WEBS 3-10=-426/194, 4-10=-211/916, 4-8=339/141, 5-8=373/136, 6.8=253/1078 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf; h=15tt; B=58ft; L=37ft; eave=511; Cat. II; Exp B; Encl., GCp(=0.18; MWFRS (directional); 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) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chard live load noncencurrent 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 3-6-0tall by 2-0-0 wide will tit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 7=239,2=303. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. 9) Wanting: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. Thomas A Albani PE No.39390 MITak USA, Ina FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: February 28,2019 ®WARNING-Vwifxdewf9n paamel. antl READ NOTES ON THIS AND INCLUDED ANTEK REFERENCE PAGE111147473 re . 10/03,7015 BEFORE USE. Design VdId for use only want MTeM annadois.Thia design Is based only upon parameters slower, antl Is far an IMNgual building component, nd w ��1 No a Muss system. Befouse.Me building designer must verilythe appleaWNy of designpameters and propedy incorythe s design Into theoverall bwldingdesgn. Bracing edi ed is to prevent buckling ofiraNdual Muss web and6rUord members only. AddMonaltem"varyandpermanenlbracing MiTek Is~ required far daNely and to prevent w6spse well pos4Me personal Injury and propedy damage. Forgeneralguidanceregamingm. fabriration.nomg9e.delivery, enedionandbredng of MussesaM truss systems. see ANSUMI qualityafforlo, DSB89 and BCSI Building Component SareylnTarmNon available nom Truss Plata lndaule,218 N. lea Sired. SUIte 312 Alexandria, VA M14. 6904 Parke East Blvd. Tamps, FL 36610 Job Truss Truss Type pry Ply J37433-Clark ConsL-Mimms Res. T78385745 J37433 07 Half Hip 1 1 Job Reference (optional) o.c.o e,.e�ae�ra ran nn nmmmas,irn. Inca coca ea w.i i.eamm ragni Axe = 4 14 led II 5 4x4 = ax4 = ax, = 34 6 Scale -1:38.7 Plate Offsets (%,Y)— r4:0-5-4,0-2-01 LOADING (psf) SPACING- 2-0-0 Cat. DEFL. in (loc) Well Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.21 10.13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.78 Vert(CT) -0.4310-13 >577 180 BCLL 0.0 ' Rep Stress Ina YES YdB 0.41 Hoa(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 1131b FT-0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3*Except- 6.7: 2x6 SP No.2 REACTIONS. (lb/sae) 7=95310-8-0, 2-111610-8-0 Max Ho¢ 2=198(LC 8) Max Uplift 7=234(LC 8), 2=308(LC 8) FORCES. (Ib)-Max. CompJMax.Ten. -All forces 250(I1c) or less except when shown. TOP CHORD 23=-1842/402, 3-4=1366/289, 4-5=922/232, 5.6=-9221232, 6-7=894/249 BOTCHORD 2-10=468/1669,8-10=298/1204 WEBS 3-10=521/186, 4-10=-22/423, 4-8=362/84, 5-8=-419/159, 6-8=289/1140 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES. 1) Wind: ASCE 7-10; Vuft=160mph (3-secand gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; B=58ft; L=37ft; eave=5ft; Cal. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional): 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 pending. 3) Plates checked for a plus or minus 0 degree rotation about its Center. 4) This truss has been designed for a 10.0 psf bottom chord live load noncencumenl with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at)oint(s) except (p=1b) 7=234,2=308. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. Thomas A Albani PE No.39360 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2019 ®WARNING -Verity design parameters and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 rev. f"312015 BEFORE USE. Design valid foruse W xvith MTek® dmmectars. Me design Is based only upon parameters shown, and is (man beflAdual Wilding component, net �*�y A Wss system. Before use. Me belong designer must early Me appBrabilGy of design parameters and propery inWryorate Nis design We me owral bullEingdeslgn.Oma gbMiceadistopmwotbur gofWdMdualWsswebandPorchommambemanly. AddalOndtamporaryarMpermeneWbracing MiTek' Is arwaw required for dabNy and to prawns cotiapse with poadble personal briery, and property damage. Far general guldawe regarding gie fabrication, store99s,delivery, eceion and bnedng Oft.... and Wss systems, see ANSVIDVI quality Crtteda, DSB49 and Best Building Component SeftmVI. . on awbW. hem Truss Plate inMW..218 N. Lee Street Suite 312 A O.dda, VA N314. 6904 Parke Fast BIW. Tampa, R 36610 Job Truss Truss Type Oty Ply J37433Clark Const-Mimms Res. T7638574fi J37433 A08 Hall Hip 1 1 Job Reference (optional) as. Ft. Pierce, FL 34946 48 = 8.240 s Use 6 2018 MTek Industries, Inc. Thu Feb 28 07:11:24 2019 Page 1 14 Scale-1:37.9 9GsE U4 = 3x4 3x8 = ass II 8-0-0 I 83-0 14-3-0 20-0 0 &0-0 65-0 I Plate Offsets (%,Y)- f4:0.5-0 0-2-01 LOADING (part SPACING. 2-0-0 CSI. DEFL. in (IDc) lide6 Ud PLATES GRIP TCLL 30.0 Plate Gdp DOL 1.25 TC 0.43 Vert(LL) 0.15 10-13 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.33 BC 0.56 Vert(CT) -0.1910-13 >999 180 BCLL 0.0 ' Rep Stress Inv YES WB 0.67 Harz(CT) 0.04 7 Na Na BCDL 10.0 Code FBC20177rP12014 Matrix -AS Weight: 108 lb FT-0% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 *Except- 6.7: 2x6 SP No.2 REACTIONS. (lb/sae) 7=953/D3-0, 2=1116/0-e-0 Max Horz 2=168(LC 8) Max Uplift 7= 495(LC 8). 2=580(LC 8) FORCES. (lb) - Max. CcmpJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=1906/904, 3-4=1575/793, 4.5=1307/680, 5.6=1307/680, 6-7=888/433 BOT CHORD 2-10=919/1728, 8-10=766/1420 WEBS 4-10=214/348, 53=505/189, 6-8=736/1418, 3-10=350/178 Structural mod sheathing directly applied, except end verticals. Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCD1_=4.2psf; BCDL=3.Opsf; h=15ft; B=58ft; L=37ft; eave=5ft; Cat. It; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and fight exposed ; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL-1.60 2) Provide adequate drainage to prevent water pacing. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 par bottom chord live load nonconwment 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-G-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 Ito uplift at joint(s) except 6t=lb) 7=495, 2=580. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Warning: Additional permanent and stability bating for truss system (not part of this Component design) is always required. Thomas A Allu ni PE Ne.39380 Mi7ek USA, Inc. FL Cart 6634 6904 Parka East Blvd, Tampa FL 33610 Date: February 28,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 tee laVM015 BEFORE USE. Designutvalid Imus, only seat MTek® connectors. This design Is based ony upon pdramMeR shown, and Is for an meAdual bvaEirg composed, net ��■■EE 19 a louts system Before use, the building designer mug wrWhe epprirabilfty of design parammters and Property ho rpootte this design Into the overall bulldhgdeslgn.&adng indicated is to prevent bursting of individual tons web anNor Nord membersany. AddlionaltemporayaelpearaneMWecing MiTek' Is always required for stabsty and to prownt collapse with mature personal injury and property damage. For general guidance regarding 0e fabdcaa0n,garage, delivery, reeding and bradng of guests ant Muss arrests. us ANSgrPT Ouelly Cited., DSB4ia and SCSI Building Component 690e Parka East BW, SofnlylnfmmWon availabkf Tmas Plmelns oe,218N.Lee BM M.fte3l2,Alexandde,VA22314. Tampa. FL Who Job Truss Truss Type Dry ply J37433-Clark Const-Mimms Res. T76385747 J37433 A09G Half Hip Girder 1 1 Job Reference (optional) s:aawoao,u rr. ruarme, rr..weao 8.2405 Dec 62018 MiTek Industries, Inc. Thu Feb 28 07:11:25 2019 Pagel ID:tc3jclLoiSfElOUxSu54HBzghjp-YsfLNJZJv83VY-rcVFfm31 mlELyMTt njbnXHUlyuzggy0 -z-a0 a4>-1z fioo 1a1as W76 206" 2-0-0 44}12 1-11-0 410-9 44L73 5010 Scale-1:37.9 Asa = 1x4 II 3x4 = UB = 4 17 18 5 19 20 21 6 22 23 24 7 34 = 1x4 II 3x4 = 3x8 = '— — 4IS = 3xB II 4a1z I 60M-0% I 1 4012o-10-9 I 18-743 zo-e-o l 4-1a9 ab13 5_oA0 Plate Offsets (X,Y)— (4:0S4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (roc) VdeO Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.23 11-12 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.33 BC 0.85 Vert(CT) -0.3211-12 -774 180 SCLL 0.0 Rep Stress Inv NO WE 0.79 Hoa(CT) 0.07 8 rda n1a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 109 lb FT-0% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3•Except• BOTCHORD 7-8: 2x6 SP No.2, 4-11,6-11,7-9: 2x4 SP No.2 REACTIONS. (Ib/size) 8=1840/aB-0, 2=1768/a8-0 Max Hoa 2=137(LC 21) Max Uplift 8=1026(LC 8), 2=992(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3551/1950, 3-0=3216/1802, 45=3639/2040, 5Ji=3639/2040, 6-7=2685/1499, 7-8=1710/920 BOT CHORD 2-13=1845/3223, 12-13=1845/3223, 11-12=1701/2987, 9.11=1499/2685 WEBS 3.12=339/213, 412=311/448, 411=389/736, 5.11=644/286, 6-11=614/1083, 6-9=11501573, 7-9=16382933 Structural wood sheathing directly applied or 1-7-8 oc pudins, except end verticals. Rigid ceiling directly applied or4-3-11 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuH=160mph (3-second gust) Vasd=124mph; TCDL-0.2psf, BCDL=3.0psf; h=15ft; B=58ft; L=37ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 pelf bottom chord live load nonconceRent 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 1001to uplift atjoinl(s) except (It=lb) 8=1026,2=992. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated load(s)191b down and 471to up at 4-0-12, 109 lb down and 107 Ib up at 6-0-0, 109 lb down and 102 Ito up at 8-0-12, 109 lb down and 102 Ito up at 10-0-12, 109 Ill down and 102 Its up at 12-0-12, 1091b down and 102 Us up at 14-0.12, 109 lb down and 102 Ib up at 16-0-12, and 109 lb down and 102 Ib up at 18-0.12, and 128 Its down and 98 Ib up at 19-11-4 on top chord, and 235 lb down and 175 lb up at 4-0-12, 62 lb down and 491b up at 6-0-12, 62 Ito down and 49 Ito up at 8-0-12, 62 lb down and 49 lb up at 10-0-12. 621b down and 49 Ito up at 12-012, 62 Ile down and 49 ID up at 14-0-12, 62 It, down and 49 Ib up at 16-0-12, and 62 Ib down and 49 Ito up at 18-0-12, and 72 Ito down and 531b up at 19-114 on bottom chord. The design/selection of Such Connection devica(s) is the responsibility of others. 8) Waning: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOADCASE(S) Standard ontinued on pace 2 Thomas A. Albeni PE No.39380 Milrex USA, Inc. FL Cart 6634 69U Paden East Blvd. Tampa FL 33610 Data: February 28.2019 ®WARNING- Vedlydesignparameten and READ NOTES ON MIS AND INCLUDED MITEx REFERENCE PAGE 44II-7473rev. 1"32015 BEFORE USE. Design veld truce enywah MReMemm emon. Thb design Is based only upon parameters shown. and Is for an Individual Wad, component nth ��■■[E but e buss System. Before use. the building designer must verify the applicability of design parematers and properlymaxporare Nis design intothe ovens Wlldingdesign. BOung Indicated is to prevent Waling of individual Imes web andlor Nord members any. AddillonaltemporayaMpmmanedbrachg M!Tek" Is always relulred for stabuty and to prevent collapse wdh possible personal injury and properly damage, Forgeneurgulaancennamilgthe fabdwton,storage. derwery. erection and trading oftasses and buss rysters. we ANSgrP/l dually Cdlado, DS8419 and SCSI Building Component Sarorylnformmlon avdZbl.B.TNsa MM9 tngft tl,218N.Le05 O.&A.31ZPIeaalldM,VAM314. 5904 FaM1e East BIW. Tampa, FL 36810 Job vss Tvss Type pry Ply J37433-CIaB CansL-vlimms Res. T163B5747 J37433 A09G HeH Hip Girder 1 1 Job Reference o tional pr— , FL c.mra U.Z40 s Dec 6 2018 MITek Industries, Inc Thu Feb 28 07:11:25 2019 Page 2 ID:laBjclLOiBfEIDUZSu54HBzghjp-YbfLVJOv83VYTcVFfm31 mIELyMTi njbnXHUlyuzggyO LOADCASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (ph) Vert: 14=74, 4-7=74, 8-14=20 Concentrated Loads (jb) Vert: 4=-109(B) 10=51(13) 13=-235(B) 12=-51(B) 17=109(13) 18=109(13) 19=-109(B) 21=109(13) 22=109(8) 23=109(B) 24=128(B) 25=51(13) 26=-51(B) 27=-51(B) 28=51(13) 29=51(B) 30=56(13) ®WARNING -Verify design parameters and REAO NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMI4r,173 ro .10iUCOI5 BEFORE USE. ■ Design valid far use onlywan MTeM g0nnedo s. Thisdesigo Is based ony upon patemmem shown, and is loran hkisidual Wilting component, nM �B a bun Itmem. Before use, Me building designermnot redly the applicability of desgn Integrators and properly Nmryoroe Nis design We the overall -•Y� tWlding tlesign. BraWg iMkated is to prevent buckling of individual truss web anti.! O.M member on),. Addhbnal temporary and permanmM1 booed, MiTek' Is akvays required for slabitiy more proved coflapea whir possible perso" in)uryand property damage. Forgenerelguldanceregardingtho fabrlcagon,Storage. dativery, ereaion end brodng of Waaee and truss Weems, we ANWPII Quality Cdteda, DS9A9 Add SCSI Building CoMonint SoMWInformWon aseilablefrom Truss PIWetns W0,218N.Lee Rmet,6 N0312,AleaandN,VA22314. 6904 PaM1a Fast BM. Tampa FL 36610 Job Trues Truss Type Oty ply J37433-Clerk Const.-Mimms Res. T163B5746 J37433 MV6 VALLEY 2 1 Job Reference D banal • • •_ _�. • � •�.�+� a.z<u s uec a zuld mu ex lnausmes mc. mu Feo ze urm:3a zula rages ID:tc3jclLoiBiEIQUxSu54HBzghjp-JOBMBImGXVPQ16o7SCv5RZrzaNnf WQyNXOADQzggxu 4.0-0 E0.8 2 4-00 2-0 2 4x4 = 2 2x4 i 1x4 II 2x4 II 3 4 6 5 2x4 II Scale=1:13.0 4-0-0 2-Oa LOADING (pat) SPACING- 2-0-0 CSI. DEFL, in (loc) L/d PLATES GRIP TCLL 30.0 Plate Gnp DOL 1.25 TC 0.35 Vert(LL) 0.00 3 .Vde8 n/r 120 MT20 2441190 TCDL 7.0 Lumber DOL 1.33 BC 0.15 Vert(CT) 0.00 3 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 5 nda We BCDL 10.0 Code FBC20177rP12014 Matrix-P Weight 21111 FT=0 LUMBER. BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=157/6-0-8, 5=100/6-0-8, 6=252/608 Max Horz 1=63(LC 5) Max Uplift 1=-38(LC 8). 5=-41(LC 5), 6=-49(LC 8) FORCES. (lb) -Max. CompJMax.Ten. -All forces 250(lb) or less except when shown Structural mod sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid telling directly applied or 1000 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vu8=160mph (3-second gust) Vasd=124mph; TCD1_=4.2psf BCDL=3.Opsh h=15ft; B=581t; L=37ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires Continuous bottom chord bearing. 5) This truss has been designed for a I O.O psf bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 200 wide will fit between the bottom chord and any other members. 7) Provide mechanical Connection (by others) of truss to bearing plate Capable o1 withstanding 100 Ib uplift at joints) 1, 5, 6. 8) Wanting: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. Themes A. Albani PE 1,109380 MITek USA, Inc. FL Can 8634 6904 Parke East Blvd. Tampa FL 33810 Date: February 28,2019 ® WARNINO. Vorilydeslgnparameters and READ NOTES ON THISAND INCLUDED MREKREFERENCE PAGEMIId473rex. I"XOISBEFORE USE. eemforkWonyupotlne], mpadnamndsehmowenr,sem IpseIrdly go odesigner ITS I' 0Muce svyaslitpntlo heMeITde Beforewe. the tmusiverig, heaapapsaeraaIncorporate Irlseri Us. Me eot,nrda ang4endngindis to oflssweb Nonlme.rWtempormt,and Permanent bnd"y MiTek' Isfleayewed for andto prevent ca[apsawossbtepersonnjurantl pmpenamage.Forgen.ralgaraiNthe (aatldAon.domgo,deUy.emtlenmdb2CgOWmaaMW4a6yema.6G ANSVTPlr Ouapy Cdwfin M649endSCSIBuilding Component 6904 Porte East and. Sa(eylnrormWon evailaalefrom Tmsa Plate lndaute.2la KLxa SVed, Suae 312, Alexandrle, VA22314. Tampa. Pl-36610 Job Truss Truss Type Oy Ply J37433-Clark CaOst-Mimms Res. T16385749 J37433 M e, VALLEY 2 1 Job Reference anal U.Z4U a UeC b LUl tlgA T K InauStriSS, Ina. I nu YeD Zd U/:11:33 2U19 rage 1 B 5 2x4 1.4 II 2.4 II LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (too) Well Lid TCLL 30.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.00 3 Nr 120 TCDL 7.0 Lumber DOL 1.33 BC 0.22 Vert(CT) 0.00 4 Nr 120 BCLL 0.0 Rep Stress Ina YES WB 0.06 Horz(CT) -0.00 5 Na No BCDL 10.0 Code FBC20177TPI2014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=108/8-G-8, 5=146/8-0.8, 6=423/8-0-8 Max Horz 1=138(LC 5) Max Uplift 1=-5(LC 8), 5=-40(LC 5), 6=127(LC 8) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-6=333/154 Scale=1:20.4 1b PLATES GRIP MT20 2441190 Weight 30lb FT = 0 Structural wood sheathing directly applied or 6-0-0 DC puriins, except end verticals. Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=151F B=58fl; L=3711; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its Center. 3) Gable requires Continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconwrtent 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 Ib uplift at joint(s) 1, 5 except (jt=1b) 6=127. 7) Warning: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. Thomas A. Albani PE No.39360 MiTek USA, big. FL Cer 6634 69U Parke East Blvd. Tampa FL 33610 Data: February 28,2019 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10,03aOIS BEFORE USE. Design valid for use any well MTeM canneoms. TDis design Is based only upon psa metare shown, and Is for an InaNdual building componem, M * �e - 9Lives system Being use, Din building designer must wily the appfirabiliy, of design severable and pmperly Ncoiporale M design into me overall buildingdeslpn. BmcNg LMirztad is to prevent barking of lndlVdual truss web anNrc coord members any. Adtlalonalkmpomry ant cemlanem bracing -1Y� MiTek' Is always lequrid for stability and to prevent collapse with possible personal injury and propely damage. For genarel guldance regaming the fabllraOon,Storage, dellvely, orecion and gandg of Weees and Mae ragems, see ANSUTPnI quality Crttoga, DSBAS and BCSI Stringing Component 6904 Fork. Ene Blvd. S."Inrgnnafnon evaibleMmTruss Plate InMdON,218N.LeeS ,Buae312.AlexandtM,VA22314. Tampa, FL MID Job Truss Truss Type Dry Ply J37433-Clark Const.-Mimms Res. T76385750 J37433 MV10 GABLE 7 1 • Job Reference (optional) �_�• -••-• ••-• _ •_•••_• •++�+•• o.zeu s uec o mio mn arc inausmes, me inu reD La a/:,,o Zu1Y rage' ID:tc3jclLoiBfEIOUxSu54HBzghjp-02Dim W NdP5m4SDUaGJzmZDlxhWKywmxElUKzgg1? 100-8 1 2 1041.8 a Seale=1:25.1 2x4 II 3 4 2x4 9 ix4 II 52x4 II LOADING (pap SPACING. 2-0-0 CSI. DEFL. in (lac) MdeB L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.64 Ved(LL) 0.00 3 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.38 Vert(CT) 0.00 4 mr 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Hom(CT) -0.00 5 Na r/a BCDL 10.0 Code FBC2017rrPI2014 Matrix-S Weight: 381b FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 20 SP No.3 REACTIONS. (fib/size) 1=203/10-0-8, 5=140/10-a8, 6=542/10.0-e Max Holz 1=181(LC 5) Max Uplift 1=25(LC 8), 5=-50(LC 5), 6=160(LC 8) FORCES. (III) - Max. ComplMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 2E=413/181 Structural mod sheathing directly applied or 6-0-0 cc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.OpsY h=15ft; B=58ft; L=3711; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL-1.60 plate grip DOL=1.60 2) Plates checked fora plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nanconcumant 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-&0 tall by 2-04) vide will tit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 10016 uplift at joint(s) 1, 5 except (jt=1b) 6=160. 7) Warning: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. Thomas A. Alban! PE No.39380 MiTek USA, [me. FL Can 6634 0004 Parke East Blvd. Tampa FL 33810 Data. February 28,2019 ®WARNING - Venlydeslgaparamelem and READ NOTES ON TRISAND INCLUDED MITEK REFERENCE PAGE IWA7473ry . IW"OI5BEFORE USE. Dee gn veld k( use onlywul MITeY®cellneMOm. This design Is based only Gran parameters shorn, and Is Ioran Individual building Wmponed, nod my a Imss system. Berge use, the Pelamg designer must vedy the app urbg4yof design pammeum and property i MW=e this design Vii owrag buiMNgdeslgn. BocingbMicatedlztopmwMb Wingof PdiVdual Wssweband OoMmembemwty, Additional temporary. and Demlanest bracing MiTek' Is always Mulled for stabidy and to prevent collapse wall possible personal lniurymd properly damage. Forgeneralguldancemgarding Pe rabilason,storage. dellvery,erea9on and bmdng oflMases and bass 'proms,see ANSI/Tall Quality Omade, DSB4l9 and SCSI Building Component 6904 Parke East BA. Soroylnrormdlon avallable tram Truss Plate asteute,218 N. Lee stated, Suite 31Z Alexandra, VA22314. Tampa FL MID Job Truss Truss Type Cry Ply J37433-Clark Const.-Mimms Res, T16385751 J37433 MV10A GABLE t 1 Job Reference (optional) eass uoas nusa, rs. nerve, re 4A990 8.240 a Dec 6 2018 MiTek Industries, Inc. Thu Feb 28 07:11:26 2019 Page 1 ID:tc3jelLoiBfEIOUxSu54HBzghjp-02D11vmYvNdP5m4SOUaGJzmZDIMWKyvrtnxElUKzggy? 9.9B-8 7-8 0.7-8 ' & Scale =1.25.5 2x4 II 3 4 2x4 i 5 1x4 II 2x4 II LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeg Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.00 3 mr 120 MT20 2441190 TCDL 7.0 Lumber DOL 1.33 I SC 0.38 Vert(CT) 0.00 4 nIr 120 BCLL 0.0 ' Rep Stress Ina YES WB 0.08 Hom(CT) -0.00 5 n/a RIB BCDL 10.0 Code FSC20177TP12014 Matrix-S Weight 381b FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=203/9-7-8, 5=140/9.7-8, 6=54219.7-8 Max Horz 1=181(LC S) Max Uplift 1=25(LC 8), 5=-50(LC 5), 6=160(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-6=-013/181 Structural wood sheathing directly applied or 6-0-0 oc pur ins, except end verticals. Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Ops1; h=15ft; B=58ft; L=37ft; eave=5ft; Cat. II; Exp B; Encl.. GCpl=0.18; MWFRS (directional); cantilever left and fight exposed ; end vertical left and right exposed; Lumber DOL-1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 par bottom chord live load nonconcuiTenl 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 Td between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s) 1, 5 except at=lb) 6=160. 7) Warning: Additional permanent and stability bracing for truss system (not part of this Component design) is aways required. Thomas A. Albani PE No.39380 MiTek USA, Ina FL Cart 6634 6904 Pattie East Blvd. Tampa FL 33610 Date: February 28,2019 ®WARNING - VenlydevgDP uamerela and READ NOTES ON THIS AND INCLUDED MMEK REFERENCE PAGE MIF7473rev. 1"32015 BEFORE USE. Design valN rot use oMywah MiTek® connectors. This design is based ally upon parameters shown, and IS for an IndMdual curdling cumponerh not 21' a iMsa system. Before use, the building devgner muetvedy me epprrabigryof design parameters and properly Nompomte VAS design Intothe overall bulld8lgdesign. Bracing motivated is to prevent budding of lndMdual Wsa web andlor chord membors ony. AddNanai lempaery and pennamot bracing IMF MiTek* isahvaysrequlmdfor stability and to prewM collapse with posaible personal injury and property damage. ForgeneralguidanceregaMingthe fabda6on.90me.deMq.emWonandbmdngaf Wssosaot Ws"eMe.I. ANSITPf Quality OnMrIe, DSL89 endBCS1 Building Component d. Safary/nlormMlon avaaabk f Tmss Plate lna Ter 218 N. Lae Skeet. Sucre 312, Alexandria. VA22314. Tampa. FL 36610 Tampa FL 3e6fo Job Truss TMSSType Oty Ply J37433-Clark Corst.-Mimms Res. T163B5752 J37433 MV12 GABLE 1 1 Job Reference (optional) __�• ��_�• �,�e. �� e.o.v d.z4u 9 uec b zulb MI I ex ineusmes, ma mu reD zo u/:ii:zw min raga a ID:tc3iciLoiBfEIOUxSU54HBzghjp-UEn5wFmAghlGivrfenB5VrAJrK9LsFnH4 bzsOmzggy_ 12-0A 12,28 12-o e 0-2-0 Seale=129.7 2x4 It 4 5 US 8 7 6 1.4 II tx4 II 2x4 II LOADING (psp SPACING. 2-0-0 CSI. DEFL. in (loc) gdeff Ud TCLL 30.0 Plate Gdp DOL 1.25 TC 0.24 Vert(LL) 0.00 5 n/r 120 TCDL 7.0 Lumber DOL 1.33 BC 0.12 Vert(CT) 0.00 5 n/r 120 BCLL 0.0 ' Rep Stress Ina YES VdB 0.07 Horz(CT) -0.00 6 nfa nda BCDL 10.0 Code FBC2017rrP12014 Matrix-S LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOTCHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-0-8. (Ib)- Max Horz 1=219(LCS) Max Uplift All uplift 100 lb or less at joinl(s) 1, 6 except 7=116(LC 8), 8=-114(LC 8) Max Grav All reactions 2501b or less al joints) 1, 6 except 7=399(LC 1). 8=377(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-7=31Sf134, 2-8=291/136 PLATES GRIP MT20 2441190 Weight: 49 lb FT=0% Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES. 1) Wind: ASCE 7-10; Vu8=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; B=58ft; L=37ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL-1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord Ile load nonconcurent with any other live loads. 5)' 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) 1, 6 except Totes) 7=116, 8=114. 7) Waming: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A Alberti PE No.39380 MiTek USA, Inc FL Cart 6634 6904 Parke East Blvd. Tamps FL 33810 Data February 28,2019 ®WARNING - Amlydeergnparsonders and READ NOTES ON TNS AND INCLUDED MITEN REFERENCE PAGEMI67473rev. 1010"015 BEFORE USE. Desgn veld br use m"ah Mrek®ConnemOm. This design is Gazed ontya MAjoss meters sewn, and is for an Indvdual booting component, not a mass System, Boom use, the building designer must wdfythe applilabiinyof dedgn pemereere and p n, arty incorporate Ale deago into the owrefi buildingdesign. among indicated is to proven buel,ing of Individual Wss web aMlot NON members only. AMNonaltempororyaMpennanentbracing Welk' Is always required for stability and to prevent collapse wth pm4Ne personal Iniuryand property damage. Forgeneral gulance regaling the fabdcalbn,Storage, delivery. erection and bradng olbose9Rod "as systems. see ANSI?P/f Quality Crlbrla, OSBJ9 and BCSl Building Componoof 6904 Parke East Blvd. Salefywnbrmaflnn aveoabbfrom Truss%ate Ins We.218N.Lee81ree1,suite31ZAlexandria,VA22314. Tampa, FL 36610 Job Truss Truss Type 0ty Ply J37433-Clark ConsL-Mimms Res. T16385753 J37433 MV12A VALLEY 1 1 Job Reference (optional) e34US UeC b2Ule MI I OK InchmineS, Inc. IDU Fe02BU/:11:21 2DW Pagel 2x4 II 3 4 3x4 Seale=1:30.8 7 6 52x4 II 3x4 II 1.4 II I LOADING (psp SPACING- 2-0-0 CSI. DEFL. in floc) Udell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.00 3 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.22 Vert(CT) 0.00 3 TIM 120 - BCLL 0.0 ' Rep Stress Ina YES WB 0.08 Hoa(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-R Weight: 371b FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0Go bracing. OTHERS 20 SP No.3 REACTIONS. (lb/sae) 7=l40f7-7-8.5=16417-7-8, 6=40917-7-8 Max Hoe 7=213(LC 5) Max Uplift 7=17(LC 4). 5=55(LC 5), 6=153(LC 8) Max Grav 7=182(LC 14), 5=164(LC 1), 6=421(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-6=320/150 NOTES- 1) Wind: ASCE 7-10; Vu0=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf BCDL=3.Opsf; h=15ft; B=58ft; L=37ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree retation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load o/ 20.Opsr on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 6t between the bottom chord and any other members. 6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 Its uplift at joint(s) 7, 5 except (jt=1b) 6=153. 7) Warding: Additional permanent and stability beating for truss system (not part of this component design) is always required. Thomas A Albani PE No.39380 MiTek USA, Inc. FL Cart e634 69114 Parke East Blvd. Tampa FL 33610 Data: February 28,2019 ®WARNING-Vsnlydesq,npaznere and READ NOTES ON THIS AND INCLUDED MITMREFERENCE PAGE 140-7471mv. 14'03Q015 BEFORE USE. Design sold areas o*wM MITen8 canneGiem. Ths de99n Is based mly upon pa2mer ds abnwn, and is ran an Individual Wilding Wmmmea net a Uuaa system. Before use. Vre Inaeuig designer must wrt Ne epp8wbirt ofdedgn pammetem and pmpely nolryorere Nb design Into the overea building design. Boxing Indicated is to prevent buckling of hdlNdual Wss web andlor chord members only. Additional temporary and permanent b.hg MiTek' isebvapmqukedMrstabiliyandtopmwOWtlapsawMposaiNaperwmllnlu wdpmpeMdamage. ForgemralguWanwregardingme fabdwgan,MOM,.delivery, Masten and bmdlg oflmases and truss systems, we ANSgrPlf Dually Cdreda, DSB49 and SCSI Building Compononr 6954 Pads East MAI, Sareryfntormunm avebblehem Truss RI oInMdue,218N,lee&MM,Sude312AleaandO.VA22314. Tampa. FL MI Jab Tvss Res. ]7::��Qty T16385754 J37433 J MV14 �Piy �J37433=�IlnsL-Mimms o tional d.Z4Us Use d ZUld Ml I ex Inausbie9, InG Thu Feb 26 07:11:28 201U Pagel 2x4 II Scale =L34.8 4 5 3x4 i 8 7 62a4 II lad II 1x4 It I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.00 5 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 SC 0.22 Vert(CT) 0.00 5 n/r 120 BCLL 0.0 ' Rep Stress Ina YES WB 0.09 HOr2(CT) -0.00 6 n/a rda BCDL 10.0 Code FBC20177TPI2014 Matrix-S Weight 591b FT-0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purling, BOT CHORD 2x4 SIG No.2 except end verticals. WEBS 2x4 SIG No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 ac bracing. OTHERS 20 SP No.3 REACTIONS. All bearings 14-0-8. (lb) - Max Hors 1=257(LC 5) Max Uplift All uplift 100 Is or less al joint(s) 1, 6 except 7=101(1_C 8), 8=-157(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 1, 6 except 7=405(LC 13), 8=519(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 3-7=282/115, 2-8=395/183 NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; B=58ft; L=37ft; eave=5ft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (directional); cantilever left and fight exposed; end vertical left and right "posed; Lumber DOL=1.60 plate glip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent 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 = 1 O.OpsE 6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift at joint(s) 1, 6 except (jt=lb) 7=101, 8=157. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A. Albans PE No.39360 M1Tek USA, Ina FL Cart 68b4 6904 Parke East Blvd. Tampa FL 33610 Data: February 28,2019 ®WARNING -Venry design panmelns and READ NOTES ON INS AND INCLUDED MTEK REFERENCE PAGE m0.7473 ma. I&OX015 BEFORE USE. Design Vold par use oM7wlm MTek® connectors. This design Is based any upon parameters sheen, and Is for an 4tliNdual bulling component nm e Wee system. get. use, the coding dedgner must wry the applicability of design parameters and popery dcolPor4te Mia design M. the overall bulldingdesgn. BracingiMicatedistoprewntbus gofhdMdualbusswebenelardrsdmemb.mmo,.MiNknaltemp.noyanepermanentbeel, MITek( Is always soulred par stebiBy one to pressing weapsewith possible personal Injury and pmpeM damage. Fdrgeneralgudanceregardingthe fabdMUCn,MOmge.deWM.eredlonmdbmdng MbusseseMbusssydems.see ANSVTPlr Du0111y Crltoda, D5B89end SC5l Bugdleg Component 6904 Parke East Bled. 3aretyrAbrmmted aapable Born Tmss PlalelndftNe,21aN.Lee el,eke312Apaxandrd,VA22314. Tampa. FL 36610 Job Truss pe Qty Ply J37433-Clark Const.-Mimms Res.T1fi385755 TVALLEY J37433 MV14A 7 1 Job Reference (optional) �__... b.ZRusuec OZ010WOKblaus71e5,10C. nuveb Zdu:ii:Zdzute rages ID:tc3jclLoiB1EIQUxSu54HBzghjpzQLU8bnoR t7K4EgKurkOOsuVZdE EEDDFjP%Dzggn &78 5 &7-B 0-tPD 5.00 12 3 4 3x4 7 B 53.4 It Sae = 1.4 II Scale =1:34.0 LOADING (psry SPACING- 2-0-0 CSI. DEFL. in (Ioc) III L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.72 V.0(LL) -0.00 3 n1r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.37 Vert(CT) -0.00 3 rdr 120 BCLL 0.0 Rep Stress Ina YES WB 0.09 Horz(CT) -0.00 5 n1a rda BCDL 10.0 Code FBC20177TPI2014 Matrix-R Weight: 361b FT=0% 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. (Ib/size) 7=102/5-7-8, 5=126/5-7-8, 6=297/5.7-8 Max Hom 7=246(LC 5) Max Uplift 7=77(LC 6), 5=90(LC 5), 6=172(LC 5) Max Gmv 7=211(LC 14), 5=18l(LC 13), 6=393(LC 13) FORCES. (lb) - Mm. CompJMax. Ten. -All forces 250 (Ib) or less except when shown Structural wood sheathing directly applied or 5-7-8 Oc purlins, except end verticals. Rigid ceiling directly applied or 1041-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=58ft; L=37ft; eave=5ft; Cat II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked fora plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load ndnconwment 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 =1 O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10016 uplift atjoint(s) 7, 5 except (p=lb) 6=172. 7) Warring: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. Thomas A. Albani PE No.39380 MiTek USA, Ind. FL Care 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2019 ®WARNING -Vedlx EeelgnI..,n1ters and READNOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE M114473re, IM3a015 BEFORE USE. Design valid f.r use onywM MTeMnonnnon. This design is based only upon parameters shown, and Is Was Individual buldiltg component, not .trusssynem: Serve use, Me bonding designer must wvfy the epplimiiilryofdesign parameters and pro aty Incoryorate ads design Into the memll b0dingdengn. Boding indicei is to preverd booking ofindivdual Uuss web andlor chord members only. fWdtllonalrsmpomry ant permanenbradng MiTek' Is always required for stabiiy and to prevent collapse wait posslde personal injury and prepedy damage. FOrgenemlguldexeregdrdhgthe fradUOon, nOrege, delivery, erection and bradng ofMww and Woe systems, we ANSI77111 puaffe, CNtede, OSBd9 end Goal Building Component G904 Parke East Blvd. SarorylnbrmWon availablef Tmss Rod In=W e,2/8N.Leestreet,a fte312.Nexandda,VA22314. Tampa. FL 36610 Job Truss Truss Type pry Ply J37433-Clark Const.-MLnms Res. T163B5756 J37433 MVi6 GABLE 1 1 Job Reference (optional) L95[l.Vtlil ,lU)i, rL rl¢ICB, IL 44` . 8.240 s Dec 6 2018 MRek Industries, Inc. Thu Feb 28 07:11:29 2019 Page 1 ID:ta3jclLoiBfEIQUxSu54HBzghjp-RdvsLxoQCl7yEpl uc8zxbO8rz0UjgINSvSz4fzggxy 5 6 Seats =1:37.3 3x4 4 1D 9 11 8 72x4 II 1x4 II 1x4 II 1.4 II LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Udeft Lid PLATES GRIP TCLL 30.0 Plate Gnp DOL 1.25 TC 0.43 Vert( 1) 0.00 6 Nr 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 Be 0.18 Vert(CT) 0.00 6 n/r 120 BCLL 0.0 Rep Stress Ina YES WB 0.14 Harz(CT) -0.00 7 n1a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-S Weight: 70111 FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc putting, BOT CHORD 2x4 SP No.2 except end ver8cals. WEBS 2x4 SO No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 0o bracing. OTHERS 2x4 SIP No.3 REACTIONS. All bearings 16-D-8. (Ild)- Max Horz 1=295(LC 5) Max Uplift All uplift 100 Ito or less at joint(s) 1, 7 except 8=115(LC 8), 9=-112(LC 8), 10=-115(LC 8) Max Gmv All reactions 2501b or less at joint(s) 1, 7 except 8=508(LC 13), 9=369(LC 1), 10=384(LC 1) FORCES. (lb)- Max. CompJNAax. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-8=317/123, 3-9=2921141, 2-10=297/134 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsh h=15ft; B=58ft; L=3711; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; M WFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about 0s center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed fora 10.0 par 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 chard and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Its uplift at joint(s) 1, 7 except (n=lb) 8=115,9=112,10=115. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A Alban! PE No.39380 MlTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tempe FL 33610 Date: February 28,2019 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED AWTEH REFERENCE PAGE MIIJ473 rev. 100=15 BEFORE USE. Design valid for use any wait Move connector. T01s design is based only upon parameters shown, and is for on IMMEual bullcuug component, net a truss system. Before use, the buJding designer must very me applicability or dedip parameter and property Incemorate Ws design Into me Dwain bWdingdesign. Brecing indicated is to prevent Wexog or NdMdual Was web and/or mlom mombmd only. Addinonalhm,xddryendpermmwmbmcIng MiTek- Is always required for stability and to prownt m0epse wish possible personal injury and property damage. Forgere al guidancerageming the Migrlfation,storage, deWery.Om=cn and bracing oftuated ad Wit systems.see ANSDITPll Quality aside, DSB49 and SCSI Building Component 69041 Parke East BM. SaMylnr =r On a bbla from Truss Plate InMWe.218 N Lae street, Suite 312. Alexandria, VA 22314. Tampa. FL 36610 I Job Truss Truss Type pry Ply=Res. T16385757 J37433 MV16A VALLEY 1 •• • ... •-••-••. • 1-1- o.cru a vo, v eu,o can inn inuanu,ee, in'. nu reu co w:a rs7 Au io rage r BM 12 Seale=1:3T2 2 3 k1[ 5 4 2x4 II 3x4 = LOADING (pall SPACING- 2-0-0 CSI. DEFL. in (loc) gde0 L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.00 2 n/r 120 MT20 2441190 TCDL 7.0 Lumber DOL 1.33 BC 0.13 Ver(CT) 0.00 3 n1r 120 RCLL 0.0 ' Rep Stress Inv YES We 0.15 Horz(CT) -0.00 4 ma n/a BCDL 10.0 Code FBC2017ffP12014 Matrix-P Weight: 3611b FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural mod sheathing directly applied or 3-7-8 oc purling, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. REACTIONS. (lb/size) 5=156/3-7-8, 4=181/3-7-8 Max Horz 5=279(LC 5) Max Uplift 5=171(LC 4), 4=306(LC 5) Max Gmv 5=315(LC 14), 4=322(LC 13) FORCES. (Ib) - Max. CompJMax. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 1-5=282/181 BOTCHORD 4-5=252/169 WEBS 1-4=230/287 NOTES. 1) Wind: ASCE 7-10; VuB=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf BCDL=3.Opsf, h=15ft; B=58ft; L=37ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 par bottom chord live load noncencument 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 atjoint(s) except (t=1b) 5=171, 4=306. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A. Albani PE No.38390 MiTek USA, Inc. FL Cart 9934 6904 Parke East Blvd, Tampa FL 33610 Date: February 28,2019 ®WARNING - Ventydesfgnparamerem antl READ NOTES ON TWS AND INCLUDEDWEx REFERENCE PAGE MIF7473rev. 1010M015 BEFORE USE. Design val4 ad Y. a ywNl MTelt .restors. This design 16 based any upon parameters 6h.. and I6 reran IMIVldaal WIISmg Olmponem not S a Wes system. Befooe use, the building designer must vedythe applirabitity does, parameters and pmpery Inca pord. this design brio the overall bulldingdesgn. Bmeingindry edislopm"e buQMgof NdMdualWssweban&wroNmembemmn,. AddidonaltempomryancipermarembreGng MiTek' Is always required for stability and to proveld oeaVoe with possible personal injury and property damage. For general guidance regarding the faedragnn, storage, delivery, erso ion and bmdng NWstee a,W Was systems. see ANSI/TPlr Quart CNrode, DS5690Ad BCS1 BuffmOg component 6904 Parka East Blvd. SeNrylnformaOon avageb%ham Tmss Plate In6NNe.219 N. Lee BVeel, SuRe 312 NexandM. VAU314. Tampa. R 3a61D Job Truss Truss Type Qty Ply J37433-Clark Const.Mimms Res. T16385758 J37433 MV18 GABLE 1 1 Job Reference (optional) -••-•----••-- •-••-•-- •'•�-- o.aruauecomio muse nluusu,Ns, inc.'Age I ID:tc3jclLoiBfEIQUx8u54HBzghlp-vpTEZHp2zc7rZNODSJfCTpxHkNL3S66 WgZC WcSzggm 18-0A 18." 0- -0 5 6 Spite -1:42.1 3x4 i 10 9 8 7 1x4 II 1x4 It 1x4 II 2x4 It LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) BdeO L/d PLATES GRIP TCLL 30.0 Plate Grp DOL 1.25 TC 0.55 Vert(LL) 0.00 6 n/r 120 MT20 2441190 TCDL 7.0 Lumber DOL 1.33 BC 0.22 Vert(CT) 0.00 6 n/r 120 BCLL 0.0 ' Rep Stress Inv YES WB 0.20 Hoa(CT) -0.00 7 We n1a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight 821b FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOTCHORD Rigid ceiling directly applied or 10-0-0GO bracing. OTHERS 20 SP No.3 REACTIONS. All bearings 18-0-8. (Ib)- Max Hoe 1=333(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 7,9 except 8=-119(LC 8), 10=157(LC 8) Max Grev All reactions 2501b or less at joint(s) 1, 7 except 8=535(LC 13). 9=362(LC 13), 10=525(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=266/153 WEBS 4-8=326/121, 3-9=257/127. 2-10=400/180 NOTES- 1) Wind: ASCE 7-10: Vuh=160mph (3-sewnd gust) Vasd=124mph; TCDL=4.2psf BCDL=3.Opsh, h-1511; B=5Bft; L=37ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate gnp DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires Continuous bottom chord bearing. 4) This truss has been designed for a 10.0 pad bottom chord live load nenconcument with any other live loads. 5) a 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 = IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift atjoint(s) 1, 7, 9 except Ot=lb)8=119. 10=157. 7) Warning: Additional permanent and stability bracing for truss system (not pad of this Component design) is always required. Thomas A. AMISH PE No.39380 MiTek USA, Ind. FL Can 0634 6904 Parks East Blvd. Tampa FL 33610 Bate: February 28,2019 ® WARNING -Verify design parameters and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 rev. I"3QDIa BEFORE USE. *e Design valid forues onywM MTeMconnectors. We design is based any upon parameters Mom. and Is for an Individual bunting mmponent, not a IIlleesyetem. BBmmgin,0eevildingdesigMbum tgofbdMdualtmssyb eswOometembomon.MNwryotate Nistl.mI into tbeoveran -.Yl buidingdeslgn.BrarJngindkaied lstoproveMburytng oflndMdupemsswenjugadJmMrtydanonry. Atldggnel tempomryaM permanem bracing MiTek' and trcaeapsewM pasnblepenanalns.Saond properly regaining the fabdoIS�aysrequrxIe. deWery bnandbmdngofWO.21 an. bu ayfair ugly Cithnd., DS0 Annals and Dearlry CdWde, OSBd9 and BCal Building Component 6904 Fast BIW. es Sufte3l dN.VA Samytesneralton awgabTa Sarery lMortnmlgn ava6abla from Tmsa Flats Inetede, 216 N. Leo SVeaf. suae 312. Alexantlrla, VA21314. FL Tampa, FL 36610 Job Truss TrussType 0ty Ply J37433-Clark Const.-Mimms Res. T16385759 J37433 MV27 Valley 1 1 Job Reference (optional) "'• •'•'•"• "" ""•^• �� •T•=•� d.24U a Liao b 2Ulb Ml l ex mMssmes, Inc. I Du "D ZB U/:11:31 2U1U Pagel ID:tc3jclLoiBfEIDUxSu54HBzghjp-N7l cmdpgkvFiBX.P01ARODUXXmi t BaCfvDx38Xzggxw 43A ed8 12-0-0 16-0-0 200-0 24-0-0 26LA 438 4-00 388 4-0-0 4-0-0 4-0-0 2438 Scale=1:43.9 4x4 = 1x4 II 1x4 II 1x4 II 2x4 II 4 175 6 7 8 3x4 i 16 15 18 14 13 12 11 10 9 tx4 It 1x4 II 1x4 II 3x4 = IA II 1.4 II 1x4 II 2.4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vde0 Lid PLATES GRIP TCLL 30.0 Plate Gdp DOL 1.25 TC 0.22 Vert(LL) me - rda 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.17 Vert(CT) nda - me 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.14 Horil -0.00 9 n1a n1a BCDL 10.0 Code FBC2017/rP12014 Matrix-S Weight: 1181b FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural mod sheathing directly applied or6-D-0 oc purlins, BOT CHORD 2x4 SP No.2 except end ver8cals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 26-6-8. (Ib)- Max Horz 1=215(LC5) Max Uplift All uplift 100lb or less at joint(s) 1, 9, 14, 12, 11, 10 except 16=115(LC 8), 15=118(LC 8) MaxGmv All reactions 250 lb Or less atjoint(s) 1, 9 except 14=434(LC 13), 16=366(LC 1), 15=384(LC 1). 12=459(LC 14). 11=449(LC 13), 10=347(LC 14) FORCES. (D) - Max. COmp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-14=264/109, 2-16=297/136, 3-15=-306/143, 5.12=3201122, 6-11=298/114, 7-10=259/108 NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; 13=58111; L=37ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) Plates checked for a plus or minus 0 degree rotation about its Center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 pat' bottom chord live load noncencument with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rn 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 1001b uplift at joint(s) 1, 9, 14, 12. 11, 10 except (t=1b) 16=115, 15=118. 8) Waning: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2019 ®WARNING- VerirydesignpannNiNs and READ Nona ON THIS AND INCLUDED MITEKREFERENCE PAGE MO-703 rev. Id/M31015 BEFORE USE DesignvW M br use anbwM MTek®mnnacbm. ThIs design Is baseM only upon premetem Mown, and is loran IndiNdual bWdng mmpdnenL nN a lives system. Before use. Me building designer must vanrythe applicablity of design parameters and property lnceNarte Nb design Me Me orenel bddingdesla. Bma glMil MistopmvntbaMgolhdMdualimssweban&waodmembenonly. Additional temporary and permanent bracang MiTek- ISd1aayerequiredfar stabilityand topreventconapsewith passable personal injury and property damage. For general guidance regarding me fadeallon, Aora99e, defwz erection and bmdng a Wsses and Wss systems, see ANSUTPII DuDlffy CmUla,DSB-99 and SCM Building Oomponone SarefylnfarmWon avalaLlefram Tmss Plata Institute. 218 N. Lee51I SAMe31$Alexandlia, VAM14. 69WPaAe East BlvL Tampa, FL 36510 Job Truss Truss Type pry Ply J37433-Clark Const-Mimms Res. T16385760 J37433 MV27A Valley 1 1 Job Reference (optional) ��__•..��•�=,ve. e�,ti>tia e.2Au s uec d zula mu eK mcustnes, alo. Inn u beo zo ut::a12u1a rages ID:lc3jclLoiBfEIOUaSu54HBzghjp-N7landpgkvFiBXzP01AR000XmjzBbEfvDK3BXzggxw 2-02 16-0-0 2(MLO 404 -0I E 4.-0388 3 Scale =1:43.9 4x4 1x4 11 1x4 11 1x4 11 1x4 11 2x4 It SAO 12 3 17 4 185 6 7 8 3.4 14 16 15 14 13 12 11 10 9 1x4 II 1x4 11 1x4 II 3x4 = 1x4 II 1x4 II 1x4 11 2x4 II LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) n/a - n/a 999 MT20 244/190 TOOL 7.0 Lumber DOL 1.33 BC 0.11 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.08 Horz(CT) -0.00 9 n/a n/a BCDL 10.0 Code FBC2017FfP12014 Matrix-S Weight: 105111 FT=O% LUMBER- BRACING- I TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purists, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2z4 SP No.3 BOT CHORD Rigid calling directly applied or 10.0-0 oc bracing. OTHERS 2X4 SP No.3 REACTIONS. All bearings 26-6-8. (lb)- Max Horz 1=139(LC5) Max Uplift All uplift 1001b or less at joint(s) 1, 9, 15, 12, 11, 10 except 16=122(LC 8), 14=103(LC 4) Max Grav All reactions 2501b or less atjoint(s) 1, 9 except 15=339(LC 1), 16=399(LC 1), 14=404(LC 1). 12=366(LC 1), 11=389(LC 1). 10=326(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) Or less except when shown. WEBS 3-15=-261/91, 2-16=310/143, 4-14=323/127, 5-12=286/113, 6-11=-3D7/116, 7-10=257/101 NOTES- 1) Wind: ASCE 7-10; Vut=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; B=58ft; L=37ft; eave=5ft; Cat. 11: Exp B; Encl.. GCpi=0.18; MWFRS (directional); cantilever left and Fight exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its Center. 4) Gable requires Continuous bottom chord bearing. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcurtenl 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) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joints) 1, 9, 15, 12, 11. 10 except (jt=1b) 16=122, 14=103. 8) Warning: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. Thomas A Alban! PE No.39380 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2019 ®WARNING-Verifydevgaparametars antl AEAO NOTES ON THISANO INCLUDED MITEKREFERENCEPAGE M147473 rev. 10/ MOIS BEFORE USE. DSWm veto$ for use mywah MTSM connemars. This design Is bases any upon parameters shown, and isfM an IMiNdml auONng mmponent, no a Dust system. BefMe use, the busking designermuatverni the appdratIM,01 owl, mornatent and prapary howpomle Nb design 4Rofhe owretl bugdingdmlgn.Brecht, I,Micated IS to prevent SWIting aflnalMdual mesa web andlMNord members only.Addi,onal temporary and permanent bracing MiTek- is always requlmd for sbe liy and to provard cagapwwM possible personal NJuryand property damage. For'Wreal guldamo regarding the febdragdn. Moral delNery, emolon and Intseng oftNases and mess systems. We ANSVTPN BuaI*alone, DS889 and SCSI BoUding CassamInf 6904 Parke East BNd. Safefylaftomafbn avaaabk from Tmte Plate Inskule, 216 N. Lee Slmel, guile 312 AlexMdda, VA22314. Tampa. FL MID n Job Truss buss Type pry Ply J37433-Clark Const:Mimms Res. T163B5761 J37433 MV27B Valley 1 1 Job Ref¢rence o tional ..a, wnsi rime, rs. nerve, rL a9B4a 8.240 a Dec 6 2018 MiTek 5.Go 12 4x4 = 1.4 11 1x4 11 1z4 II 3x4 = 1x4 11 2 3 18 4 195 6 7 Inc Thu Feb 2607:11:322019 Pagel Scale=1:43.9 t:a II 2x4 II 8 9 3x4 G 17 16 15 14 13 12 11 10 1.4 II 1x4 1z4 I 3x4 = 1.4 I 1x4 I 1x4 ll 2x4 I LOADING (psp SPACING. 2-0-0 CSI. DEFL. in (toe) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.21 Ve an Me - ma 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.11 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.06 Horz(CT) -0.00 10 rda Na BCDL 10.0 Code FBC2017rrP12014 MatrizS Weight: 901b FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural Wood sheathing directly applied or 6-0-0 oc punins, BOTCHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 26-6-8. (lb)- Max Hors 1=63(LC5) Max Uplift All uplift 100 Ib or less at joint(s) 1, 10, 17, 16, 15, 13, 12, 11 Max Gmv All reactions 2501b or less aljoint(s) 1, 10 except 17=349(LC 1). 16=400(LC 1). 15=370(LC 1), 13=375(LC 1), 12=386(LC 1). 11=327(LC 1) FORCES. (lb) - Max. Compf vl x Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-17=260/99, 3-16=322/123, 4-15=289/112, 5.13=296/114, 7-12=304/115, 8-11=258/98 NOTES. 1) Wind: ASCE 7-10; Vufl=160mph (3-secand gust) Vasd=124mph; TCDL=4.2psh BCDL=3.OpsY h=15ft; B=58ft; L=37ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent Water pending. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires Continuous bottom chard bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical Connection (by others) Of truss to bearing plate Capable of withstanding 100 to uplift at joint(s) 1, 10, 17, 16, 15, 13. 12. 11. 8) Warning: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. Thomas A Albert PE No.39380 MIT& USA, Inc. FL Cart 6634 69M Parke East Blvd. Tampa FL 33610 Data: February 28,2019 ® WARNING -VerllydesignpanmeMIsand READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE MI47473rs¢ 10,03M015BEFORE USE. Design valid truss only wdn MTeMcommoors. This design Is based any upon parameters shown, and is fro an Imd Nmtml WiGkg Component, not �_ e tress system Before use, the building designer must vest'"appbrsbgay of design parameters and properly Ncoipanne We design fntothe overall � bugdingdesign. Bmcingindi=edlstopmvntbuc gofhdMdual Wssweb.S.OaNmembenany, Additoneltempooymedipennanerdboein, MiTek Is always required Car stability and to prevent collapse with Possible personal Nlury end properly damage. For general guidance regW!ng Me fabrication, ebrage,deaver, erection and bracing of trusses and buss systems, see ANSUTPIf qualdy Creed., DSBa9 andBCS1 Building Component 6904 Parke East BIW. S00ylnb vVen evagable both Tmsa Plate Inslduta, 218 N. Lee SUeM, Suke 312, Alexandria, VA 2231d. Tamps. FL 36610 Job Tu pry, Ply J3743&Clark Const-Minims Res. 7J..k-OpCT T76385762 J37433 ZCJs 2 1 Jab Reference (optional) Eess e.oass cuss, rs. rie¢e, FL u4BAu 8.240 s Dec 6 2018 MiTek Industries, Ina Thu Feb 28 07:11:34 2019 Page 1 ID:tr3jclLoiBfE10UxSu54HBzghjpnailPesZOgdG27h hgj8df6_L_kLOz96bBAklszgg# 2-0-0 0.114 2-00 an a I Scale: 1.5-=1' Plate Offsets (X,Y)— (2:0-1-2 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdeff List PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.00 5 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.33 BC 0.07 Vert(CT) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Hors(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Mainz -MP Weight: 6111 FT=0% LUMBER - TOP CHORD 2x4 SO No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (Ili/size) 3=40/1ilechanical, 2=351/0-8-0, 4=77/1%llechanical Max Horz 2=60(LC 8) Max Uplift 3=-40(LC 1), 2=222(LC 8), 4=77(LC 1) Max Grav 3=39(LC 8), 2=351(LC 1), 4=68(LC 8) FORCES. (lb) -Max. CompJMax.Ten.-All forces 250(lb) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied or 0-11-0oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; B=58191; L=37ft; eave=511; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and fight exposed; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate gap DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricetor to increase plate sizes to amount for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 par bottom chord live load ncnconcument 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) 3, 4 except (jt=lb) 2=222. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A. Albani PE No.39360 MiTek USA, Ina FL Cart 6634 6904 Parke East Blvd. Tampa FL 13610 Date: February 28,2019 ® WARNING -Verity Eesignparam.l. and READ NOTES ON THIS AND INCLUDED WEK REFERENCE PAGE 44IJ473 rev. dero32015 BEFORE USE. Design valid for use any wish MITekW connecldrs. This design is based only upon parameters shown, and is for an IMIvitsmi Watling component nos a Was system. Boune use, 0e building designer must verify the appgoabildy of design pammeters and pmpedy Incomorale Nis design imo the owmil bulldhgdeslgn. Brecingi MicasedistopmnMWWngofhdMdual WsswebmWorOoMmembommy. Addhbneltemporzryandpennanembradng MOWla always re4ulred f nstabiidy and M prevent cogapse wM passible Personal lnluryand PropeM damage. Far geneml guidance regarding the febdcaslon,norega, deWery,erection and brating cf Mates and was "and, am ANSVTP/I Duality Cdroda, DSBd9 and BCS1 Building Component 6904 False East BNd. Sarebinrormakn mbble fmm Truss Pieta Institute, 21a N. Lee Sbeet Suite 312, Alexandria, VA22314. Tampa, FL 36510 Job Truss ss Type Oty ply Const.-Mimms Res. TJ,,k-OpcD T7fi3857fi3 J37433 ZCJ3 2 7 �J37433-Clark Jab Reference o lional East Coast Truss, FL Pierce, FL 34946 8.240 s Dec 6 2018 MiTek Industries, Ina Thu Feb 28 07:11:34 2019 Page 1 ID:tc3jcILoiBfElOUxSu54HBzghjp-nailPesZOgdG27h—h9j8df6_L IaOz96bBAklszggxl 2.114 Scale -1:122 Plate Offsets (X,Y)— 12:0-0-2 O-0-OI LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildeg Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.10 Vert(CT) -0.00 4-7 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 HOR(CT) -0.00 3 Tie Title BCDL 10.0 Code FBC2017rFP12014 MatrIx-MP Weight: 131b FT-0% LUMBER - TOP CHORD 2x4 SIG No.3 SOT CHORD 2x4 SP No.3 REACTIONS. (III/Size) 3=65/Mechanical, 2=335/0-8-0, 4=19/Mechanical Max Harz 2=90(LC 8) Max Uplift 3=27(LC 5), 2=193(LC 8). 4=-25(LC 5) Max Grav 3=65(LC 1), 2=335(LC 1), 4=45(LC 3) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural WOOd sheathing directly applied or2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Writ: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psY BCDL=3.Opsf h=15ft; B=58ft; L=378; eave=511; Cat. II; Expi B; Encl., GCpi=0.18; M WFRS (directional); cantilever left and right exposed: end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked fora plus or minus 0 degree rotation about its Center. 4) This truss has been designed for a 10.0 par 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 3a" tall by 2-0-0 wide will Ol 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 atjoint(s) 3, 4 except (jt=lb) 2=193. 8) Warding: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 8034 6904 Plake East Blvd. Tampa FL 31610 Date: February 28,2019 ®WARNING- Venlydesign parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE M117473mw 10/031015 BEFORE USE. Design vMW mr use onywM ktiTek®cmnecton. This desgo is based only upon parameters shown, and is roc an hallwdual buaWng component, net � a Musa system. Belem use, Me bWkVg designermust wriythe epplicabiRy of deago parameters and properly Incorporate Nis design into the bwerall bundIngdoagn. BracingIMitatedistopreventbuckGngofNdMduatWsswebGrMlorUloNmembenmy. AddMlonallemporaryargparrovedbracho MiTek' Is always required for Sanity and to prevent collapse with possible permits[ hjuryand property damage. Fargwmas Vidwseregarlirgthe febdcatlon, slomge, delve erection and bmdng dtmsses and nss sygems. see ANSVTPH Dual yCMade, DSBA9 and BCV Building Component 6904 Parke East BM. Snoyinformauon available Irdrn Truss Reta Ndilute, 219 N. Lee Sheet, Suae 312 Aleaandde, VA22314. Tampa, FL 351310 Job Truss Truss Type 0ty Ply J37433-Clark Const.-Mimms Res. T163857TiA J37433 ZEJ4 Jack -Open 1 1 Job Reverence (optional) East Coast Truss, Ft. Pierce, FL 34945 8.240 s Dec 6 2018 MITek Industries, Inc. Thu Feb 28 07:11:35 2019 Page 1 ID:tc3jclLoiBfEIOUxSu54HBzghjp.FnG7c tBn817g9GAFsENAse9NO2L70PFgrvHHJzggxs Scare =1.14.4 Plate Offsets (X,Y)— 12:0-0-2 0-0-01 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (roc) Wall L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.21 Vert(CT) -0.02 4-7 >999 180 BCLL 0.0 ' Rep Stress Ina YES NB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -AS Weight: 161b FT-0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOTCHORD 2x4 SP No.3 BOTCHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=108/Ivlechanical, 2=371/0-8-0, 4=40/Mechanical Max Horz 2=106(LC 8) Max Uplift 3=-49(LC 8), 2=204(LC 8), 4=37(LC 5) Max Gmv 3=108(LC 1). 2=371(LC 1), 4=66(LC 3) FORCES. (lb) - Max. Comas Max. Ten. -All forces 250 (lb) or less except when shaven NOTES- 1) Wind: ASCE 7-10: VuD=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=58ft; L=371t; eave=5ft; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional); cantilever left and fight exposed ; end vertical left and right exposed; pomh left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 par bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Dpsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will M between the bottom chord and any other members. 6) Refer to girder(s) for buss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of Withstanding 100 to uplift at joint(s) 3, 4 except (jt=1b) 2=204. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Warning: Additional permanent and stability bracing for Cass system (not part of this Component design) Is always required. Thomas A- Alban! PE No.39380 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: February 28,2019 ®WARNING -Verily Eealgnpanmerms and READ NOTES ON THIS AND INCLUDED AVTEKREFERENCE PAGE M11-7473m. Im0I11015 BEFORE USE. a — Design valid (cruse onlywith Miele , connectors. This design Is based only upon parameters shown, and is fwan individual buldirg mmp.mant, rat 1913, a"" system. Befmo use, the binding deeper must verifiers applicability of design parameters and property incorporate this design ban the overall buildingdeagn. among indicated isto prevent buckling dindiNdual truss web andlarchord members any. Aldbunaltempomryampemmnembmchg MOW Is always required for staff ity and to prevent collapse with possible personal Injury and pmpedy damage. Forgeneml guidance regaling the Iablragan, gorege, deMery,eregionand bradrg ofWsses and busssystems,see ANSI/TP/l Duality Canada, DSB419 and BCS1 Building Component 6904 Pane East Blvd, SanWhiformatee evelable(rom Trues%MelnsiRNe, 21a N.l.ee Street Suite 31; Almrendda, VA 2231d. Tempa.FL 3W10 Job Truss ss Type ply J37433-0lark Const-Mimms Res. Ti-ck-Open ' T76385765 J37433 M6 �Qty 8 1 Job Reference (optional) e.241) s UBC a 201E MITek Industries, Inc. Thu Feb 28 07:11:35 2019 Pago 1 ID:tc3jclLoiBfElOUxSu54HBzghjp-FnG7c tBnBI7ggGAFsENAse5BOrt70PFgNHHJzggxs Scale=1:18.4 Plate Offsets KY)— 12:0-0-2 0-0-01 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loci Vde8 L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.76 Ven(LL) 0.10 4-7 >747 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.56 Vert(CT) -0.12 4-7 >618 180 BCLL 0.0 ' Rep Stress Inv YES WB 0.00 Hom(CT) 0.00 3 n1a rda BCDL 10.0 Code FBC20171TPI2014 Matnx-AS Weight: 221b FT=0% LUMBER- BRACING. TOP CHORD 20 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.3 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/sae) 3=183/Mechanical,2=452/0-8-0,4=71/Mechanical Max Horz 2=136(LC 8) Max Uplift 3=-87(LC 8), 2=236(LC 8), 4=58(LC 5) Max Grev 3=183(LC 1), 2=452(LC 1), 4=102(LC 3) FORCES. (lb) - Max. Comp]Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (_-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf, h=15ft; B=5811; L=37ft; eave=511; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL-1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chopd live load nanconcurrent 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 ConneNons. 7) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift atjoint(s) 3, 4 except (jt=lb) 2=236. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. 9) Warning: Additional pemlanent and stability bracing for truss system (not part of this Component design) is always required. Thomas A. Albani PE No.39380 MITek USA, Ind. FL Cart IISU 0904 Forks, East Blvd. Tampa FL 33610 Data: February 28,2019 ® WARNING, Vedlydevgnparamele and READ NOTES ON THIS ANDINCLUDEDNITENREFERENCE PAGEAV47473rev 1"312015 BEFORE USE. Design vWN foruse onlywah MITek® camectora. This design is based onty upon parameters shown, and is foran IndiWkual busting mmpmwnr, not a Wes system.Beforeuse,the bwWing deaignermustverify the a pplicabiftyofdaN ,parametersendpmpedy Inoorporde tha design into the.. If buiid0ridesen. Bma ghMicaledistoprew,d Wu gof WdMduaibussweban Mardmembommy. Adddlbnaltempomg rya,per,nanembracing WOW Is aWaye required for stabilly and to prevent collapse wM possible personal irrury and property damage. For general guidance regarding tie fabrication, storage. deWery,eregbn and bracing of trusses and Wss systems, me ANSg fDualAy Cdreda, DSBd9ead SCSI Building Cor ononf Saferyrnformmlon available tram buss Rata tn5l e, 21a k Lee Street Suae 312, Arexandda, VA22314. 6904 Parke East BIW. Tampa, FL 36610 Job Truss Truss Type Oty Ply 137433LIark Const.Wimms Res. T163B57fi6 137433 ZEJ6A Jack -Open Girder 1 1 Job Reference (optional) _"`�"""' '• r`r=",, FL. 34946 8.240 s Dec 62018 MiTek Industries, Inc, Thu Feb 28 07:11:36 2019 Pagel 2-0-0 2V 4.041 ID:tc3jclLoiBfEIOUxSu54HBzghjpkzgVpKtpYSt HlrNoamcj4BMHnG3sh03Vfgplzggxr 6-0-0 4-0-0 2-0-0 Scale =1:16.4 4x4 = Plate Offsets (X,Y)- t2:0-0-10 Edee) LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lld PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.20 6-9 >365 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.76 Vert(CT) -0.23 6-9 P312 180 BCLL 0.0 Rep Stress Ina NO WB 0.05 Horz(CT) 0.09 4 Na n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight 241b FT=O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=72/Mechani=1, 2=486/IY8-0, 5=255/Mechaniwl Max Horz 2=107(LC 25) Max Uplift 4=27(LC 4), 2=276(LC 8), 5=176(1_C 5) FORCES. (lb) -Max. ComplMax.Ten.-Allforces 250(lb) or less except when shown. WEBS 3-6=-280/145 BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid calling directly applied or 10-M so bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf, h=151t; B=58ft; L=37ft; eave=5ft; Cat. II; Exp B: Encl., GCpi=0.18; MWFRS (directional); Cantilever left and fight exposed; end vertical left and right exposed; porch left and right exposed; Lumber DOL-1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. . 5) This truss has been designed for a 10.0 psf bottom chord live load noncencurent with any other live loads. 6) ' 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. 7) Refer to girder(s) for truss to truss Connections. 8) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at)oint(s) 4 except gt=lb) 2=276, 5=176. 9) Hanger(s) or other Connection device(s) shall be provided sufficient to support Concentrated load(s) 143 lb down and 159 Ib up at 4-0-0 on top chard, and 59 lb down and 55 Ib up at 4-0-0 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. 10) Waning: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase-1.33, Plate Increase=1.25 Uniform Loads(pIQ Vert: 1-3=74, 3-4=74, 5-7=20 Concentrated Loads (Ib) Vert: 3=72(F) 6=-34(F) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: February 28,2019 ®WARNING - Verily designparemer vs and READ NOTES ON THISAND INCLUDED MTEK REFERENCE PAGE W7473 rev. ION32015 BEFORE USE. Design dtruss onlywn rNTek7canceL1oran1a design Is based only upon pasmalere Mown, and is Wan moiwual building eonlpollenl.neat aWss system. Bain use, the bursas designer must verify me appleabilgyofdasp parameters and property inp0rymare mis design Into me ovnnll buiciAgdesign. BmptgindicatedistopreventbuUfngoflOMdualbuvwebenWrcNabmembersanyAddiltnaltemp car imcpmmmembracNg -•Y� MiTek' isaMaysrequhedforslaNlayandtopreveMoo9apnwMposs WeperwullNugm pmpedydamage. Forganerelgukancereganam me fabdulion,5onge,delivery. Inaction and bracing ofbusses aM Coss systems,see ANSUfPlf pualtty CMede, DSB419 end BMI Building Component Selpylnrormertn awaaable ham Tries HAe inWWo.21e N. Lea Shell, S fte 312, AlmrendM, VA22314. 6901 Patna East BIM. Tampa, FL 36610 Jab Truss Truss Type Oty ply J37433-Clark Const:Mimms Res. T76385767 J37433 ZHJ4 Diagonal Hip Girder 1 1 Job Reference (optional) East Coast I russ, Ft. P2me, FL 34946 8.240 s Dec 6 2018 MRek Industries, Inc. Thu Feb 28 07:11:37 2019 Page 1 Scale=1:15.8 LOADING last) SPACING- 2-0-0 CSI. DEFL. in (too) Vdeft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.06 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.24 Vert(CT) 0.06 4-7 >999 180 BCLL 0.0 • Rep Stress Ina NO WE 0.00 Hom(CT) -0.00 3 n/a Na BCDL 10.0 Code FEC2017rrPI2014 Matrix -MP Weight: 2216 FT=0% LUMBER- BRACING. TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.7-2 oc pudins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. REACTIONS. (lb/sme) 3=143/1.1echanical, 2-072/0-10-15, 4=42/Mechanical Max Hoe 2=105(LC 24) Max Uplift 3=65(LC 8), 2=-313(LC 8), 4=58(1_C 5) Max Grav 3=143(LC 1). 2=472(LC 1), 4=85(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; B=58ft; L=37ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and fight exposed; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about 8s center. 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-&0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=313. 7) Hanger(s) or other Connection device(s) shall be provided sufficient to support Concentrated load(s) 24 Ib down and 42lb up at 4-2-15, and 24lb down and 42 Ib up at 4.2-15 on top chord, and 72IS dawn and 68 lb up at 1-4-15, 72 lb down and 68 lb up at 1-4-15, and 141b down and 41b up at 4-2-15, and 141b dam and 4lb up at 4.2-15 an bottom chord. The designiselecrlon of such Connection device(s) is the responsibility of others. 8) Wanting: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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=1.33, Plate Increase=1.25 Uniform Loads (pip Vert: 1-3=74, 4-5=20 Concentrated Loads Ila) Vert: 9=66(F=33, B=33) 10=6(F=3, B=3) Thomas A. Alberni PE No.39380 MITek USA, Inc FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date. February 28,2019 ®WARNING -Verily design pammomrs andREAD NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIF703re , I(Volaef6 BEFORE USE. Design vMM tar use enywdh MreleV connedan.'rNs design Is based on"on pammders shown, and is for an hwividual Wading compomn4 net atmssSOsem. Belwe use, the hulloing designer mud venrythe appemblgly of deep pantmeters and prepeM ber,eOrate this design ban Me overall -•Y� oakm9design. Bmchglndiratedistopmventbud geMdiMdualVSSwebandlarrdommembemany. Addbiomltempomry and permanent Nedng M!Tek' Is away, raguirnd for Stability and to prawnt collapse with possible personal Injuryand property damage. For general guidance mgaraing the labnragon,storage,delivery, ereNon antl bmdlg afhussesand truss¢Mema, ue ANSI/rP/1 Quality Cdreda, USBd9 antl BCSJ Building Component 6SO4 parka East Blvd. Sa sfyinforande. awgable hom Tmsa F1ale Instium.216NLee SIreM, Suds 312 Nexandda, VA 2331d. Tampa. FL MIO A Symbols PLATE LOCATION AND ORIENTATION -►llF� �Q�" Center plate on joint unless x, y offsets are indicated. EDimensions are in fl-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-116' For x 2 orientation, locate plates 0- 'lie' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. `Plate location details available in MiTek 20120 software or upon request PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or th by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint numberwhere bearings occur. Min size shown is for crushing only. Industry Standards: ANSIlrPlt: 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. 0 K O 2 U a O I— Numbering System 6-48 I I dimensions shown in scale) (Drawings not to sccale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bmcing, is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 4. Provide copies of this truss design to the 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 Tmss at each joint and embed fully. Knots and wane aljoint locations are regulated by ANSIrrPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIRPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%al time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. i i. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Trusses are designed for wind loads in the plane of the specified. truss unless otherwise shown. 13. Top chords must be sheathed or pudins provided at spacing indicated on design. Lumber design values are in accordance with ANSITTPI 1 section 6.3 These truss designs rely on lumber values 14. Bottom chords require lateral bracing at 10 n. spacing, or less, if no ceiling is installed, unless otherwise noted. established by others. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior © 2012 MiTek® All Rights Reserved I approval of an engineer. 17. Install and load vertically unless indicated otherwise. N 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/rPl 1 Quality Criers. MiTek Engineering Reference Sheet: Mll-7473 rev. 10103/2015