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TRUSS PAPPERS
Lumber design values are in accordance with ANSI/TPI 1 section 6.3 SCANNEThese truss designs rely on lumber values established by others. BY St. Lucie County RE: J34123 - J34123-Francisco Perez MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Francisco Perez Project Name: Francisco Perez Model: RepalcemenT I russes6lo 4115 Lot/Block: Subdivision: Address: 25th St. & Industrial Ave. City: Ft. Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 170 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 11 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# ITruss Name Date 1 T11461183 IA016 6/27/17 2 T11461184 IA02 6/27117 3 T11461185 IA03 6/27/17 4 T11 461186 A04 6/27/17 5 T11461157 A05 6/27117 I6 T11461188 I A06 16/27/17 17 T11461189 I ZCJ 1 6/27/17 8 IT11461190 IZCJ3 6/27/17 9 !ill 461191 ZCJ5 6/27/17 10 T11461192 ZEJ7 6/27117 11 IT11461193 IZHJ7 8/97117 ram. The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs Is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/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 MTeles 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 verify applicability of design parameters and properly incorporate these designs Into the overall building design per ANSIrrPI 1, Chapter 2. pPQUI..ErVE4 1 e, O �i NS � No 681 00'. STATE OF :��/` Joaquin Velez PE No.68182 Mnek USA, Inc. FL Cod 6634 6904 Parke East BNd. Tampa FL 33610 Data: June 27,2017 Velez, Joaquin 1 of I Job Truss Truss Type Cry Pty J34123-Fmndsco Perez T114fi1183 J34123 A01G HIP GIRDER 1 n L Job aereee o do al East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 3-9.14 3-2.2 64 9 5-10-13 6-0-9 3-2-2 41 = 1x4 II 64 = 4x6 = 5.00 12 4 23 24 5 25 26 6 27 28 7 Tue Jun 27 05:64:44 2D17 P..N ".44 , m am 16 29 30 15 14 31 32 13 12 33 34 11 3x4 = 3x4 = 3x4 = 3x4 = 3x8 = 3x4 = U 314 = Scale = 7:59.0 1014 Plate Offsets (X Y)- r4:0-5<A2-01 f6:0-1-12.0-341. 17:0-5<.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vden L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.42 13-14 >907 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Ven(TL) -0.6713-14 >575 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.43 Hon(TL) 0.16 9 n1a n1a BCDL 10.0 Code FBC2014/fP12007 Matrix -MS Weight: 316 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purling. BOTCHORD 2x4 SIP No.2 BOTCHORD Rigid ceiling directly applied or 6-11-4 oc bracing. WEBS 2x4 SIP No.3 REACTIONS. (Ib/size) 2=24201043.0, 9=2420/0-8-0 Max Horz 2=149(LC 7) Max Uplift 2=1408(LC 8), 9=1408(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=508012727, 3.4=5096/2717, 4-5=6713/3649, "6 6713/3649, 6-7=-6720/3656, 7-8=5096/2717, 8-9=5082/2728 BOTCHORD 2-16=2337/4629, 14-16=2307/4719, 13-14=3388/6708, 11-13=2307/4719, 9-11=2338/4598 WEBS 4-16=0/549, 4-14=-1208/2265, 5-14=684/679, 6-13=702/679, 7-13=1216/2272, 7-11=0/549, 3-16-315/413, 8-11=317/413 NOTES- 1) 2-ply truss to be Connected together with 10d (0.131"x3") nails as follows: Tap chords connected as follows: 2x4- 1 row at D-9-0 oc. Bottom chords Connected as follows: 2x4 -1 row at 0-9-0 Co. Webs connected as follows: 2x4 -1 raw at 0-9.0 oc. 2) All loads are Considered equally applied to all plies, except 9 noted as front (F) or back (B) few In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been Considered for this design. 4) Wind: ASCE 7-10; Vuh=170mph (3second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsh h=151t; 13=46ft; L=32ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.1 B; MWFRS (directional); Cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 8) -This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord Bad any other members. 9) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1408 IS uplift at joint 2 and 1408 ID uplift at joint 9. - - - 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concenbated load(s) 230 IS down and 351 Ib up at 7-0-0, 154 Its down and 1791b up at 9-0-12, 164 IS down and 179lb up at 11-0.12, 1541b down and 1791b up at 13-0-12, 1541b down and 1791b up at 15-0.12, 154 he dawn and 1791b up at 16.11-4, 1541b down and 17916 up at 18-114. 1541b down and 1791b up at 20-11-4. and 154 Its down and 179 Is up at 22-11-4. and 230 IS down and 351 Ib up at 25-0-0 on lop chord, and 392 Ib down and 1D0 Ib up at 7-0-0, B01b down al 9-0-12, 801b down at 11-0.12, 801b down at 13-D-12, 801b down at 15.0.12, 801b down at 16-11-4, 801b down at 18-11-4, 801b down at 20-114, and 80 Ib down at 22-11-4, and 3921b down and 1001b up at D b a e eso see o 0 o e AwAfdfiNa-Vr%ydeaignparzmeM1n and NEADNOTES ON TNISAND INCLUDEDA9rEN REFEBENCEPAGEMIA7473re. 14eL201510arlE USE. �■' Daelgn V lW fOruee wlywMll NTeI®MnII =m This detip is based onlyupen pmmtem SIWA'n, and is kr an 61dWuM buMing mmpanent. na I a Ww system. Before use, We bu9dhg designer mudwrify me appl'rabltiry deeingn parameters and properyinwrparato Ws design he the overall buterngdesgm Bnchq Ndi[Med laloprnent bucYJNp olindlvWual WaswebaMror nlmm member oNy. AAdMimultempO ndpermanentbra g MiTek' Is divans required for saWay, and to prevent collapse with possible personal injury and propedy damage. ForgencralgulMmuregamingthe I'abdoatlon.sense. delivery entered and bnWg ofW.3ws and truss sysems, we ANSVIPI1 Quality criteria. DS3419 and SCSI Building Component 6904 Pale East Bind. exfertylMormagon availablenom Truss PMelnadtute,21a N.1 amet,8uda312.Alexandr .VA22314. Tampa.F 36610 Job Truss Tmss Type oN Ply J34123-Francisco Perez T71461183 J34123 AO1G HIP GIRDER 1 a� L Job Reference (optional) East Coast Truss, FL Please, FL 34946 8.120 s Jun 22 2017 MITek Industries, Inc. Tue Jun 27 05:54:44 2017 Page 2 I D:kksj D kkAdiyD W kUm9TZy7Zz3mUB-tCwdfs79)dPOAQaS NJviok%mhMbOffn W b%Uxk5z2AC9 LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uni(onn Loads (pIQ Vert: 1-4=54, 4-7=54, 7-10=54, 17-20=20 Concentrated Loads (lb) Vert: 4=163(B) 7=163(B) 16=298(B) 14=56(B) 5=-110(B) 6=110(19) 13=56(B) 11=298(B) 23=110(B) 24-110(B) 25=110(B) 26=110(B) 27=110(13) 28=110(B) 29=56(B) 30=-56(B) 31=56(B) 32=56(B) 33=56(B) 34=56(B) AWARNING- VWIydos/gnparemef..dREADNOTESONTNISANDINCLUDED407EKREFERENCEPAGE WPW3m. f0OL2015BEFOREUSE Dedgn vaM for use onlywM Wont comedors. This design Is based only upon paramelers stmwn. and Is form h0idual building component, not a busssystem. Before use, Me building designermust veinyrue app4cebNty of desgn paameteis and propedy incorporate mis design Into me oveafl ■ lookingdedgn. Baring NdlaMistoprerentbu hgol' Vdualbusswebar rNcNmembaeoNy. PddiL'onalkmgaeryaM paimanent baling WOW Is always required for stabNly and to prevent collapse with pasdble personal Injury end property damage. Forgenerelguldanraregm1wgrue (abM�lon, stoage, degvery,eredlan and baWpd WssesaM Was systems, sea ANSUTPII Ouality Crams, DSed9 and BCSI Building Component 6W paAe East BAN. Safety Informa0on available Rom Truss Pkte Institute, 218 N. Lee Sfed, Suffe 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Cry Py J34123-Fmndsce Perez T11461184 J34123 A02 HIP 1 1 Job Reference o No al East Coast Truss. Ft. Pierre. FL 34946 42-12 Inc. Tue Jun 27 Scale=1:59.0 416 — 1x4 ll 44 = 3x4 = 3x4 = 3x4 = sore = 3x4 = 3x4 = 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Inrr YES Code FBC201411PI2007 CSI. TC 0.51 BC 0.77 WE 0.40 Matrix -AS DEFL. in (roc) Well Ud Vert(LL) 0.28 12 >999 240 Vert(TL) -0.4412-14 >870 180 Horz(rL) 0.13 8 n/a n/a PLATES GRIP MT20 2441190 Weight: 1561b FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 r TOP CHORD Structural mod sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 Mtrek recommends that Stabilizers and required cross bracing he installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1295/040. 8=1295/0-8-0 Max Harz 2=182(LC 7) Max Uplift 2=81 SILO 8), 8=815(LC 8) FORCES. (lb)-Max.Comp./Mat. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 23=2394/1376, 3-4=2153/1206, 4.5=247D7471, 56=247211471.6-7=215311206. 7-8=2394/1376 BOT CHORD 2.14=1105/2159, 12-14=-862/1970, 10-12=-862/1970, 8-10=11052159 WEBS 3.14=267264, 4.14=1/336, 4-12=-344/677, 5-12=-019/399, 6-12=-344/677, 6-10=1/336, 7-10=269264 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=6.OpsF, h=1511; B=45ft; L=32ft; eave=oft; Cat. 11; Exp C; 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 3) Provide adequate drainage to prevent water pending. 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 nonconcurrent 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 Wit fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 815 us uplift at joint 2 and 8151b uplift at joint 8. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and W gypsum sheebock be applied directly to the bottom chord. ,&WARMNO- Vrlrs-deslpnparunaMs and NEADHOMS ON 71013A1O1NCLUDEDADnig(M ENENCEPA0E1110.)4])nv. fOTL2M5BU0vui USE. Design sand for use onlywith MTeMoomecos. TNs design Is based only upon parameters shown, and is bran Individual building component, not ��• avues system. Before use, Me buUftg designer rrwstverdy Me appikabgty an design paameters and properly Incoryofatethh design Into the ovem9 bugdingdesign. Bmruig Mdlr Wlstoprevemb=MgofindmdwlbusswebeMlwc oMmembemonly. Addkioultemporaryandp mawntbe g MiTek' Is aMays required for Model and to prevent collapsowW possible personal injury end property damage. For general guidanceregarding are febrication.events. delivery. erection and bredng oftmsses and Wss systems. see ANSMIt Quality criteria. DSBa9 and BCSi Building Compenem 69M Parke East IMd. eatery Information available from Truss Plate Insitute. 218 N. Lee Stri S fte 31Z Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Dry Ply J34123-Fmndsce Perez T11461185 I J34123 A03 HIP 1 1 Job eference o Bona hag coast c ross. m. Fien e, FL 34946 5.00 12 4x4 = 5 24 8.120 s Jun 22 Z017 MI I ex 3x4 = 4x4 = 6 25 7 InO I ue JUC Z7 05:54:46 2017 14 = 1x4 II 3z4 3xa = 1x4 II 3x4 = 3B= 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udeg L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 VerULL) -0.25 13-16 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(fL) -0.7013-16 >646 180 BCLL 0.0 Rep Stress Ina YES WB 0.30 Holz(TL) 0.13 10 n/a Na BCDL 10.0 Code FBC20141TPI2007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1295/0-6-0, 10=129510-8-0 Max Hom 2=215(LC 7) Max Uplift 2=815(LC 8). 10=-815(LC 8) Scale = 160.0 PLATES GRIP MT20 2441190 Weight: 1601b FT=0% BRACING. TOPCHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. rMTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max ComplMal.Ten. - All forces 250(lb) or less except when shown. TOP CHORD 2-3=2407/1294, 3-5=2013/1118, 5-6=1822/1093, 6-7=1822/1093, 7-9=2013/1118, 9-10=-2407/1294 BOT CHORD 2-17=1023/2166, 16-17=1023/2166, 13-16=874/1967, 12-13=1023/2166, 10-12=1023/2166 WEBS 3-16=-051/322, 5-16=169/484, 6-16=3171192, 6-13=317/192, 7-13=1691484, 9-13=-454/322 NOTES- 1) Unbalanced root live loads have been Considered for this design. 2) Wind: ASCE 7-10; VuR=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=6.Opsf; h=15ft; B-05ft; L=32ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The solid section of the plate Is required to be placed over the splice line at joint(s) 15, 14. 5) Plate(s) at joint(s) 4, 5, 7, 8, 2, 3, 17. 16, 6, 13, 9, 12 and 10 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) at )ohl 15 and 14 checked for a plus or minus 5 degree rotation about its center. 7) This truss has been designed for a 10.0 pat bottom chord live load ndncencunem with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 9) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 815 Ib uplift at Joint 2 and 815 lb uplift at Joint 10. 10) This truss design requires that a minimum of 7116' structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. ®WARNING • VerhydodgBparuners s end READ NOTES ON TNISANOINCLUDEDA9TENREFERENCEPAGEtl 7C3 rev. ICN3Q015BEFORE USE. Design valid for use mlywM MTek® osmostors. This design is based only upon parameters shown, and is for an lndNWual building component, not ��• a Wss system. Before use, the Wilog designermust werBytha appllubsity ordesign parameters and properly Incorporate this design Into the oval Wildingdesign among Ndlodod! is to prevent budding oflrnOvldual Muss web arWlm Nod members only. AtldgioraHemporeryand permarrelbrscing MiTek' Is atwayc requsedfor ¢taNity and W paved call wan possible personal Injury and property damage. Forgeneralguldo eregar ingiha fabrlwtloo.storaga.deMi ,ee ne bmMgofWMSBMWss BWMS.Na A SMII Guagry Crowns, DSMS and BCSI battling Component 69M Pmke EeA BM1tl. Safetytnformation available WmTruss Plate InWWe,210N.tee Street,S e312,AbxanM.VA22314. Tampa.FL 36610 Job Truss Truss Type Oy Ply J34123-Frendsco Perez T71461186 J34123 A04 HIP 1 1 Job Referece o done East Coast Truss, FL Pierce, FL 34946 69-0 8.120 s Jun 22 2017 6-242 6-0.0 Inc Tue Jun 27 05:54:47 2017 Scale = 1:60A S.OB 12 4xB = 4i5 = 5 6 3x4 = 1x4 I 3x4 — 3xB = 1x4 II 3x4 = 3x4 3x4 = Plate Offsets (X Y1- f5:0-5-40-2-01 LOADING (pat) SPACING- 240-0 CSI. DEFL. in (too) gde0 Lrd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Veft(LL) 0.21 14-16 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.3714-16 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.57 Horz(TL) 0.13 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight 159 In FT=0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/sae) 2=1295/0.8-0, 9=1295/08-0 Max Horz 2=247(LC 7) Max Uplift 2=815(LC 8), 9=-815(LC 8) BRACING- TOPCHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. MITek recommends that Stabilizers and required Gross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (Ib) - Max. Coal Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=2385M267, 3-5=1833/1053, 5-6=1640/1040, 6-8=1833/1053, 8-9=2385/1267 BOT CHORD 2-16=988/2141, 14-16=988/2141, 13-14=633/1639, 11-13=988/2141, 9-11=988f2141 WEBS 3-14=622/392, 5-14=92/411, 6-13=92/411, 8-13=624/392 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUK=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.OpsY h=15ft; 8=45ft; L=32ft; eave=lft; Cat. II; Exp C; Encl., GCpi-0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about 8s center. 5) This truss has been designed for a 10.0 Pat bottom chard live load nonconwrtent 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 815 lb uplift at joint 2 and 815 lb uplift at Joint 9. 8) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and •r6' gypsum sheetrock be applied directly to the bottom chard. ®WARNING- VUNydrdgnparameren andREADNOTES ON TIVSANDINCLUDEO raTEN REFERENCE PAGE MX703rev.1N4D20fa BEFORE OSE Design valid foruse oNywM MTek® cemedora Tnts design Is based any upon parameters shown, and Is bran NENidual binding wmbameni, not �'• a truss system. Before use, de bustling designer mrdvergy Me applicability INenist parameters and property Incorporate Ws design Into the ovens buningdedgm Bracing lndicadW Isle prevent bxiding efindiddual truss web aMlordmrd members orey. lWdNoreltempararyandpemareNbnring MiTek' Is always required for stability and to prevent collapse on xnable personal injury and prepay damage. Forgenenl guldens regarding the fabrication. storage. delivery, erection and bracing ofbusms and mass systems, no ANSUTPH Quality Criteria, OSB-09 and Beal Building component 6901 Parke Best BW. Safety Infestation avalnble from Truss Plate burden, 218 N. Lee armed. sure 31Z Neurons. VA W14. Tampa, FL not Job Truss Truss Type Oty J34123-Francisco Perez �Ply T11461187 J34123 A05 HIP 1 1 Job Reference loDHanell East Coast Truss. FL Pierce, FL 34946 8.120 s Jun 22 2017 MTek Industries. Inc. Tue Jun 27 05:54:48 2017 Scale = 160.0 5.00 12 44 = 4xG it$ 3x4 = tx4 II 14 _ 3x4 = 3xd = 3x4 = IA It 3x4 = 7242 LOADING (pall SPACING- 2-0-0 CSI. DEFL, in (lac) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.21 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(fL) -0.44 11-13 >866 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.99 Horz(Q 0.13 9 n/a rile BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 1551b FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural=ad sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation Guide. REACTIONS. (lb/s'Ize) 2=1295/0-8-0, 9=129510-8-0 Max Harz 2=280(LC 7) Max Uplift 2=815(LC 8). 9=-815(LC 8) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shaven. TOP CHORD 2-3=233811241, 3-5=1657/970, 5-6=1463/971, 6-8=16571970, 8-9=2338/1241 BOT CHORD 2-16=952/2093, 14-16=952/2093, 13-14=513/1463,11-13=-952/2091, 9-11=952/2091 WEBS 3-16=01296, 3-14=800/484, 5-14=-147/383, 6-13=1471383, 8-13=B03/484, 8-11=0/296 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsr; h=1511; B=45ft; L=32ft; eave=oft; Cat 11: Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) The solid section of the plate is required to be placed over the splice line at joint(s) 15, 12. 5) Plate(s) atjoinl(s) 4, 5, 6, 7, 2, 3, 16. 14, 13. 8, 11 and 9 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) at joint(s) 15 and 12 Necked for a plus or minus 5 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 815 Ib uplift at joint 2 and 815 Ile uplift at joint 9. 10) This truss design requires that a minimum of 7116' structural wood sheathing be applied directly to the top chord and M' gypsum sheetrock be applied directly to the bottom chord. ®WARNING-VerllydnYpnpanmarNa endREAO NOTES ON rN1a ANDINCLUDEDhI EI(REFERENCE PAGE IIfO-]42.. MDVVISBEFORE USE. Design Wid for use cnywAi kuneWconresWA. This design is based only upon parametare sin as, and is Wren WdMdual bug9ng component, not ��• a Vasa system. Belpre use, We buJding dosigner must vedtyIDe applkablGy of dedgn parameters and propeMlnwryorate Nis design [Me Me awrag bugmngdesigA B2 sg Ndiwktl la to prevent bucldmg orNdMtlual Wsaweb andlor cboM membon oNy. Add010ra1temporaryandpmmaneribaxing MiTek' Is aMM required for stabptly and to prevent collapse wM passible personal injury and pmpeM damage. For general guldanoe repenting the fabricoom%dorage, degvery, e clan and laddng oftnusees and truss systems,see ANSMI1 Duality(ateda, Ds8419 and Bost Building Component 6904 Parke East BM. aafetyinfonnaaon available Dom Truss Plate Ina de,210N.Leegmet,6 0012,Alexandria,VAM14. Tampa, FL 36610 Job Truss Truss Type OIy Ply J3472&Francisco Perez T11461188 J34123 A06 COMMON 17 1 Job Reference So al East Coast Truss, FL Pierce, FL 34946 Scale=1:58.1 5.00 I2 4x6 = l$ 3x4 = 1.4 I 14 3xB = 31 1x4 II 3x4 = 85-12 1G-0-0 234i-0 32-0-0 I 65.12 74i-0 I I 7E4 B 12 Plate Offsets (X.Y)— r2:0-3-2.0-0-87. 14:0-2-0.Edge). 16:D-2-0.Edael. 18:0.3-2.0-MI LOADING (pat) SPACING- 2-M CSI. DEFL. in (roc) gde5 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.21 12-14 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.38 12-14 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Horz TL) 0.12 8 We nia BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 149 lb FT=0% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural mod sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 20 SP No.3 WEBS 1 Row, at midpt 7-12, 3-12 Mrirek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer s oguide. REACTIONS. (lb/size) 2=1295/0-8-0, 8=129510-8-0 Max Hom 2=296(LC 6) Max Uplift 2--815(LC 8), 8=-815(LC 8) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (ID) or less except when shown. TOP CHORD 2-3=2276/1208, 3-5=1581/936, 5-7=1581/936, 7-8=2276/1208 BOT CHORD 2-04=910/2027, 12-14=910/2027, 10-12=910/2027, 8-10=-910/2027 WEBS 5.12=-343!/66, 7-12=7971498, 7-10=0/305, 3-12=795/498, 3-14=01305 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Ops/; h=1511; B-05ft; L=32111; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 nonconciu ent 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 24?0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 815 lb uplift at Joint 2 and 815 Ib uplift at Joint 8. 7) This truss design requires that a minimum of 7/1S' structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. ®WARNING-VwttydWOnpanmelsnand READ NOTES ON TmSANDNCLUDEDe0TEx REFERENCEPAGE011 m. 1410J42015BEFOREUSE. Design wild for use onywbh MITeklo connectors. This design is based only upon parameters shown, and Is br an tWddual bugdmg component, not ��• a Mass system. Berore use, Me bugding destgnermustwity Oe applicability a design parameters and property Incorywate tits design Intend overall buildingdedgm among talented is to prevent,bucbng oflndiNdual 0ussweb muVor WON members only. Adddonallemxnaryandpartanenitaotg MiTek- isatxayarequmelfor stability and toprevent o0lapse wain pesMblo personal injury and property, damage. For general guldance regaNing the fabdcalbn, storage, delivery, median ant bretlng ofuromes and sass systems. we ANSUIPI10uality CrUeda, DSBa9 and BWI Building component 6904 Parke East BM. Sararylntarmaa, evailabbhem Tress PW.I.OR ..218N. Lee Street Sule312 Alexandra.VAM14. Tampa. FL stela Job' Truss TrusTye y 32 T11461189 23 ZCJ1 C-0PN 4 1 Job Reference (optional case Coast i mas. FL Fierce, FL aeuan B.Ilo s Mar 31 zul7 miTek IOda3mes, IOC. Tue Jun 2706:17:20 2017 Pagel ID:kksjDkkAdyD WkUm9TZy7Zz3mU8.LDnW IaygzR89gfOJ7plDmnxDGFs0S?Ea08gg229Cj -2-0-0 —i 1.0-0 1-0-0 2-0-0 i FY%-M. Ii3Y Plate Offsets (X.YI— 12:0-1-6.0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vde0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Veri(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Ven(TL) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(TL) 0.00 4 n1a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 6lb FT=0% LUMBER - TOP CHORD 2x4 SP No.3 BOTCHORD 2x4SPNo.3 REACTIONS. (Ho/size) 3=28/Mechanice1, 2=263/0-8-0, 4=51/Mechanical Max Hom 2=104(LC 8) Max Uplift 3=-28(LC 1), 2=-399(LC 8), 4=51(LC 1) Max Grev 3=70(LC 8), 2=263(LC 1).4=115(LC 8) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-D-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES. 1) Wnd: ASCE 7-10; Vui=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf, h=15ft; B=45ft; L=24ft; eave=4ft; Cat. It; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances orrough handling and erection conditions. It is the responsibility of the fabricatorto Increase plate saes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about is center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcumant 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 lid 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 28 lb uplift at joint 3, 399 Re uplift at joint 2 and 51 lb uplift at joint 4. ®wARMNG-Ve ffy deNgn parametma and READ NOTES ON CMS AND INCLOMD MITEK REF£BENCE PAGE W-7m MK 10=2015 BEFORE USE. Design valid foruse onywBh MTel0 connectors. This design Is based onlyupon parameters shou n. snd Is bran Intlyidual bugdng ccmponem, not �� a truss system. Before use, Me building designermust vergythe eppllrabildy of doarp parameters th and properly incorporate this design into e mound buiidingdesign. Bma gNdicatedistopreventbu hgoflndidduelbusswebandbrchoNmemb mody. AddNanaltemporeryandpeimanenibracing MiTek' IsatwaysrequlmdforstabOkyandtopmve mllapwwOh szblepemomlinjugmdpmp rty amage. Fergenemiguidenceregardiogthe faMcagon.storage, delhery, emenon and bredng 0 tresses and Was systems, see ANSVIPH Quality Criteria, DSBd9 and SCSI Building component 6904 Parka Fan BW. SafetylMomugon a iUbrefrom Truss Plate InMUe,21BN.Lee Street,Sdo312,Akxandda,VA22814. Tampa, FL 36610 Job Truss Truss Type Oty PerezT11461190 �Ply J34123 ZCJ3 JACK -OPEN 4 1[J134123-Firancis00 0b Reference (amoral) East Coast Times, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MTek Industries, Inc. Tue Jun 27 05:54:49 2017 Page 1 ID:"DkkAd!yD WkUmgTZy7Zz3mU8-EAkWLZ3lmF15GCS5AsVIVnEhONUeK?nFlpBiPIz2AQ4 -2-0-0 3-0D 2-0-0 3-0M Scale = 1:12.4 Plate Offsets (X.Y)— 12:0-0-2 0-0-01 LOADING (psf) SPACING. 2-M CSI. DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert LL) -0.01 4-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Ved(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC20147TPI2007 Matrix -MP Weight: 13 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puriins. BOTCHORD 2x4 SP No.3 BOTCHORD Rigid ceiling directly applied or 10-0.0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. ' REACTIONS. (lb/size) 3=50/Mechanical,2=259/0-8-0,4=20/Mechanical Max Horz 2=153(LC 8) Max Uplift 3=37(LC 5), 2=287(LC 8) Max Grav 3=56(LC 13), 2=259(LC 1), 4=46(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ;end vertical left and right exposed; Lumber DOL=1.60 plate gnp 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 saes 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 pal 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 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at joint 3 and 287 Ib uplift at joint 2. ®wARNlrro-Vwrvde ,,Ia mwters andR NOWS ON Me AND INCLWEDWTEKREFERENw P4GEM14Tn2 . 1QNN1016BEF0RE115E aaaaa M7 Dodge valkl Rouse only with MTek&wnnectors. This design is based only upon parameters sinner, and Is for an MQMdual building component, not �■�• a "as system. Below use, the building designer must wriythe applicability Mdedgn parameters and propeM ineoryorMe sg this den intethe wera! bu0dingdeslgn. BmWg NdiwtMistopmventbuc gofindidwil sswebangw UtoMmembmoNy. Alcifflonaltemporeryandpeimanentlowim, MiTek' Is akrays required far stability and to prevent collapse win pasdble persmul in)ury antl pmpny damage. For general guidance regarding the fabrication,Menge, deliwry, macros and bmong oftnews and muss systems, we ANSITIPN Quality Criteria, DSBag and SCSI Building component Safety Infomadon available ham Truss Plate Instihde, 216 N. Lee Stmet. Suite 312,Aexardm VAM14. 6904 parks East Bm. , Tampa, R 36610 Job Truss Truss Type Oty Ply J34123-Francisco Perez T7146H97 J34123 ZCJ5 JACK -OPEN 4 1 Job Reference o 8onal East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MTek Industries, Inc. Tue Jun 27 05:54:50 2017 Page 1 /DWkUm9TZy7Zz3mU8-iMlr 4wXYgyuLlIkZO62?ntTnm53S1 P_TxFyIz2AO3 Scale=1:16.4 5-0O LOADING (psp SPACING- 240-0 CSI. DEFL. in (loc) gde8 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.02 4-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Ven(TL) -0.06 4-7 >922 180 BCLL 0.0 Rep Stress Incr YES INS 0.00 Hom(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014TrP12007 Matrix -AS Weight: 191b FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=108/Mechanice1, 2=317/D-8-0, 4=51/Mechanical Max Hoe 2=204(LC 8) Man: Uplift 3=-103(LC 8), 2=288(LC 8) Max Grav 3=116(LC 13), 2=317(LC 1), 4=84(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; SCDL=6.Opsf, h=15ft; 13=450; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 chard live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 Ib uplift at joint 3 and 288 Ib uplift at joint 2. 8) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. ®WvuuvW- VMrydsugnParamaters antl READNOTES ON Me AND rNCLODEDWrEKREFENENCEPAGEMP7a3 rev. 10,01201SBEFONE USE. Design valid for use any with MTek® correctors. This cause is based only upon parameters shown, and Is far an [removal building component not ��• a Muss system. Before use. tire building destgnermust verity Me applicability Mdesngn parameters and property incorporate this design into Me overall bWdngdesign. Bracing indicated is to prevent burping ofindvidual hussweb sever chant members only. Addtioreltomporeryandpemarantbredng MiTek' Is always required for stability and to prevprevent collapsewith possible personal injugwd properly damage. Forgeneraguidanceregdrdingthe blukatloq storage, delivery, emcllon and braiding of Wsses and buss systems, see msirrPII quality cMeria.OS849 and BCSI Building component 6904 Parke East Bm1. Su fetyloloneation available hem Truss Plate Institute, 218 N. Lee greet Suite 3IZ Alexandria, VA22314. Tampa. FL 36610 Job Truss Truss Type Cry Py J34123-Frandsco Perez T71461192 J34123 ZEJ7 JACK -OPEN 10 1 Job Reference fornionall East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MTek Industnes, Inc. Tue Jun 27 05:54:50 2017 Page t ID:kksjDkkAd'ryDWkUm9TZy7Zz3mU8-iMluwv4wXY9yuL11kZ062?noknfU3S1P Tx`yWAQ3 -2-0-0 7-M 2 _a 74I-0 Scale = 120.4 Plate Offsets (X Y)— 12'0-0-14 Edael LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.87 Vert(LL) 0.11 4-7 >789 240 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.26 4.7 >319 180 BCLL 0.0 ' Rep Stress Ina YES WS 0.00 Hoa(TL) 0.00 2 n/a n/a BCDL 10.0 Cade FBC2014/rP12007 Matrix -AS Weight: 251la FT=0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=164/Mechanical,2=384/0-8-0,4=76/Mechanical Max Harz 2=254(LC 8) Max Uplift 3=163(LC 8), 2=305(LC 8) Max Gra , 3=174(LC 13), 2=3a4(LC 1), 4=120(LC 3) FORCES. (lb) - Max. COmpJMa r. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. MTek recommends that Stabilizers and required crass bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsh h=15ft; B=4511; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection cond0lons. 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 chord live load nonconcumenl 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) Refer to girders) for truss to truss Connections. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 163 lb uplift at joint 3 and 3051b uplift at joint 2. 8) This truss design requires that a minimum of 7/1W structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. ®wARMNO-VrUydWgnpanmsren and READNOTES ON rr85AN01NCLUDEDAUM REFERENCEPAGEMlFT4r3rw. 1O1=42OISBEFORE USE. Design Vagtl WUSO mly VM Worse COMedors. This dwsga Is Mud anlyuip nparanwlenl shown. and Is W an mcividu91 balling component, M �'• a truss system.9efore use, the Wldhg deslgnermusc ver'dylM epplicabigyof dedgn parameters and property incorporate this tl sugn Into to overall buiidingdeelgn. Baohg Mdlcatetlistopre ntbmMhgofNMdwl Wssweban&w Moo membano*.AcclMoultemporaryantlpemeneatbreing MiTek' Is atways required for slabJity and to prevert collapse won possible peeconalinjary and propeM damage. Forgeneralguldanceregardingtlw fabrication,scouts. delivery,eredbn and bracing aftrusses and truss systems, we AN51,1PI1 Quality Canaria, DSB49 and BC51 Building Component 6906Parke Fadsw. WatylMomuOon.1a bMfrom Trvss Plate Ins M.,218N.les Street,Sule3lZAlexandria,VA22314. Tampa. FL 363110 Job Truss Truss Type Dry Piy J34123-Frandsco Perez T71461193 J34123 ZHJ7 DIAGONAL HIP GIRDER 2 1 Job Reference o [ignal East Coast Truss, Ft. Pierce, FL 34946 3x4 = Scale: 12"' LOADING (par) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina NO Code FBC2014rrP12007 C51. TC 0.55 BC 0.57 WB 0,44 Matrix -MS DEFL. in Vert(LL) -0.13 Vert(TL) -0.13 Horz(TL) 0.01 (loc) War! Ud 7-10 >882 240 7-10 >926 180 5 n1a Na PLATES GRIP MT20 2441190 Weight: 4316 FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or4-11-3 oc purlins. BOT CHORD 2x4 SP No.t BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required crass bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. fib/size) 4-129/Mechaniwl, 2=463/0.10.15, 5=269/Mechanical Max Horz 2=252(LC 24) Max Uplift 4=131(LC 8), 2=503(LC 8), 5=90(LC 8) Max Grav 4-129(LC 1), 2=699(LC 28), 5=359(LC 29) FORCES. (Its) - Max. ComplMax. Ten. -All forces 250 (Ib) or less except when shown. TOPCHORD 2J=1137253 BOT CHORD 2-7-334/941, &7=334/941 WEBS 3-7=0/332, 3-6=998/355 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl.. GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate into DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.0psr on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 Ib uplift at Joint 4, 503 lb uplift at joint 2 and 9016 uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 153 lb down and 104 Ib up at 1-4-15, 15316 down and 104 lb up at 1-4-15, 1101b down and 53 Ib up at 4-2-15. 1101b dawn and 531b up at 4-2-15, and 143 lb down and 128 its up at 7-0-14, and 143 lb down and 1281b up at 7-0-14 on top chord. and 1041b down and 791b up at 1-4-15, 104 Ito down and 79 Ito up at 1-4-15, 33 Ih down and 2Ib up at 4-2-15.33 It, down and 2 Its up at 4-2-15, and 39 Ib down at 7-0-14, and 39 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard- - 1) Dead r Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plQ Vert: 14=54, 5-8=20 ®WARNING-VaNydeelpnparame(msand READ NOTES ON MS AM INCLUDEDAgrEKREFERENCE PAGE A W3m. fW22015BEFORE USE. Design wild for use only wet Minkts connections. This design Is based only upon parameters ¢hewn, and is for an IndNNuai bu aing component, net a Wss system. Before use, Me buldotg designer nusiveryythe appikabiRy of design parameters and pmpedyincorposate Ws design Into Me onn l bulding design. Bandung htlicated is to prevail lu4fng oflnd,4duai tmssweb andfor Moth members ony. Add4lonai temporary end pennaranl braung MiTek' Is always required for stability and to pri collapse wet possibiepersonal injury and property damage. Fargenenlguldw.regwd1r,the (flandeoq atonge.d.waq, erection and bracing ofbussm and buss systems, we ANSU1PH Quality Crewe, DS389 and BC51 Building CamponeM 6904 Parke FaA ew. SafetyInfomudon avag fnm Twss Platelns Us.210N.UeabeeLSufte3lZAbxandda,VA22314. Tampa, FL 36610 Job Truss Truss Type MYPty J34123-Frandsco Perez T11467193 334123 ZHJ7 DIAGONAL HIP GIRDER 2 1 Job Reference o tional East Coast Truss. FL Pierce, FL 34946 8.120 s Jun 22 2017 MTek Industries, Inc Tue Jun 27 05:54:62 2017 Page 2 ID:kksjDkkAdiyDVAcUmgTZy7Zz3mU8�iPtLb5B3ADg7Bgr_2a7OsDEbPHXGgiRmDMOdz2AO1 LOADCASE(S) Standard Concentrated Loads (lb) Vert: 11=49(F=25, B=25) 13=64(F=32, 13=32) 14=73(F=37, B=37) 15=4(F=2, B=2) 16=46(F=23, B=23) AWABWNG-ValfVdealOnparametwhand NEAON0T ONTyOSANOINCLWEOMITFJ(TtFFEBENCEPAGEMX7a73r fNWI]OMBEFONE USE. we Design valtd for use only with Weise connectors. This design is based only upon parameters shown, and Is far an indwidual buONng component, no �� a Was system. Baran th use. e budding dawhoermustvardythe applimbirOy of design parameters and properly teem mate this design into the overall ■ buiWingdeslgn. BndngNdo,atedistopowentbucklingofindeldualMass web andlordbordmembersony. Addolonaltempmaryandperma mulahmng MiTek- is always required for stabiNy andto prevent collapsewah possible personal injury and pmpeM damage. For generel guidance n:g ue ng the fabrkation, stmage,delivery,emotion and bracing ofbasaes and bass systems, we ANSVTPH Quality Gdteda, DSBA9 and BWI Building Component 6904 Panda Feat BIW. Safety IMormatlon available Wm Tnas Plate Inntde,210N.tee6 N,6u0e31ZAlelrandre,VA22314. Tempe, FL 36610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 13 - Center plate on joint unless x, y a offsets are indicated. 6A-6 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury 9 1 fY Dimensions are in ft-in-sixteenths. Apply plates to bath sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing, is ahvays required. See SCSI. „ CI-x cos 2. Truss bracing must be designed by an engineer. For 0-�16 ❑ WEBS car 4 wide truss spacing, individual lateral braces themselves may require bracing, or aftemative Tor I T O 9 h, ❑ ix bracing should be considered. x Zi 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. p4. Provide copies of this truss design to the building For 4 x 2 orientation, locate ° s' tlesigner, erection supervisor, property owner and plates 0- Yeti' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE joint and embed fully. Knots and were at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSUIPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment In accord with ANSlrrPI 1. Plate location details available in MiTek 20120 software or upon request NUMBERSILETTERS. Unless eerwise noted, moisture content lumber shall nottexceed 19%al time of fabrication.. shall PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC-ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER3907, ESR-2362, ESR-1397, ESR3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, sae, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and sae, and Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss Unless Otherwise Shown. in all respects. equal to or better than that specified. 13. Top chords must be sheathed or purfns provided at output. Use T or I bracing spacing Indicated on design. if indicated. Lumber design values are in accordance with ANSlrrPI 1 section 6.3 These truss designs rely on lumber values 14 Bottom choros require lateral bracing a 10 ft. spacing, or less, no ceiling is Installed, unless otherwise noted. BEARING established by others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MiTek® Al Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not ad or after truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSIITP11: National Design Specification for Metal 19. Review all portions of this design (front, back words Plate Connected Wood Truss Construction.and pictures) before use. Reviewing pictures alone Design Standard for Bracing. ® Is not sufficient.DSB-89: BCSI: Building Component Safety Information, M 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ITe ANSUTPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet MII-7473 rev. 10/0312015