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TRUSS PAPPERS
Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. SCANNED BY St. Lucie County RE: J34444-J34444A - J34444-BOB MADDDOX MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Bob Maddox Project Name: Southland Apt Model: Tampa, FL33610-4115 Lot/Block: Subdivision: Address: 203 Southland Drive 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 Sp( 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 4 individual, Truss Design Drawings and 0 Additional Drawings. V With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 611315-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. ISeal# Truss Name I Date_ 1 1 T12726327 1 A01 19/13/17 2 T12726321A02 112/13/17 �3 �T127263291A03 112/13/17� 14 1 T1 2726330 1 A04G E 112/13/17� cal fW_s PIs. )^a AUD ALL PROPOSED WORK aULikCT TO ANY CURECTEOIdri F c�UInED BY FIl:L.)INS?ECTOP:S T'ilil T Mr1i BE NECEOURY IN ORDER TO CCi p IY WITH, All APPLICABLE COVES. 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: Albani, Thomas 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 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 verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 39380 "P1 SATE OF '%u 40 . ``� Thomas A. Albant PE No.39360 Mfrek USA, Inc. R. Can 6634 6904 Parke East Blvd. Tampa Fl. 33610 Date: December 13,2017 Albani, Thomas 1 of 1 Job Trues TIMES Type ___]Qy Ply Southland Apt T71932923 J34444 A01 COMMON g t Job Reference honal Imss, "'umoe, ru,waao TES 400 12 4,S = 8.121) S AUa 11) ZU17 MITex Scale =1:54A 11 lV tl 4x4 = ix4 II 4x4 — 3x8 = 4x4 = lad 4x4 = LOADING (lost) SPACING- 2-0-0 CSL DEFL in (too) Udell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.34 10-12 >999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.53 8-10 >725 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.31 Horz(TL) 0.15 6 n/a Na BCDL 10.0 Cade FSC2014/TPI2007 Matrix -AS Weight: 138 lb FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP N0.2 BOT CHORD Rigid ceiling diredUy applied, WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-10, 3-10 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Inst'JI ti guide REACTIONS. (lb/size) 2=1231/0-8-0, 6=1231104-0 Max Horz 2-157(LC 6) Max Uplift 2--845(LC 8), 6=845(LC 8) FORCES. ((b)- Max. Comp./Max. Ten, -All forces 250 Qb) orless except when shown. TOP CHORD 23=2692/1696, 3-4=1873/1252, 4-5=1973/1252, SS=2692/1696 BOT CHORD 2-12=1462/2493, 10-12=1462J2494, 8.10=1462/2494, 6-8=-1462J2493 WEBS 4-10=360/744, 5-10=-873/634, 5-8=0/294, 310=873/634, 3-12=0/294 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:=6.0psh h=25ft; B=62191; L=3211; eave=411; Cat. II; Exp C; End., GCpi=0,18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degrea rotation about its center. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcument with any other rive loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 33-0 tall by 2-0.0 wide wig fit !between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearding plate capable of withstanding 100 to uplift at jomhs) except N=lb) 2=845, 6=845. 7) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and W gypsum sheelrock be applied directly to the bottom chord. AwwAanva-VeNytl¢ign r¢mmassa andFEAO NOTES ON MIS AND INCLWmABIEK REFFFpICE PAGEMR-]!)] rev. fa9]RDISBEFORE USE Design valid braze enywNh MTek® connecter This design Is based oray upon pmammers snnan. arM Is foran IndNMual balding component. rot ��- a muss system. Before use, me bmMmg designermust Sent, Me applicability of design parameters and pmpedy inmryomte MIS design Into me overall buMingdesign. EmdMindicare topmae buc gofindMdualmussweba or OoMmembemeNv. AddeonaltempdaryandpenmmembraWg MiTek' IS akvayareQuiredfor sabdityand to prevent soupsewith possible personal Inluryard Misery damage. Forgenamiguida seregariinglhe fabrication, storage, degNery, erection and bmcbg ofimsses and muss systems,sea ANSM11 Cuellar cdtaria, 0513-89 and B= Building Componam 6904 Parke East Bho. safey Infmmation availablefrom Tmss Plate InOMe,218NLea Steel,Sute312,Ml ndda,VA22314. Tampap 3ti610 t Job Truss Truss Type pry Ply Southland Apt T11932924 J14444 , A02 COMMON 18 1 Job efere Le o liana .si nos sl trio., rL rWrUd, rL 39YV0 84-4 -0O 8-4-2 744 4.00 12 4x6 = 4 744 a.12U 5 Auq 1V ZU11 MI leK mausmes. lab Mon iwm z813:54:4l zul7 panel Soon -1:61.0 5 S L 5x6 3 5 1 2 8 7 13 72 /1 10 9 4x4 = 4x4 = 4x4 = d 414 = 1x4 II 3xa = red II LOADING (psf) TCLL 20.0 TCDL 7,0 BCU- 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 CS'. DEFL in poc) Udell L/d PLATES GRIP Plate Grip DOL 1.25 TC 0.63 Vert(L-) 0.33 9-11 >999 240 MT20 2441190 Lumber DOL 125 BC 0.73 Vert(TL) -0.53 9-11 >722 180 Rep Stress Ina YES WB 0.31 HorzjL) 0.15 7 n/a n/a Code FBC2014/TP12007 Matrix -AS Weight: 143 lb FT = 0% BRACING. TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-11, 3-11 MiTek recommends that Stabiraers and required cross bredn9 be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS. (lb/size) 2=1230/Ob-0, 6=1307/0-3 8, 7=129/038 Max Holz 2=183(LC 6) Max Uplift 2=845(LC 8). 6=736(LC 8), 7=280(LC 8) Max Grav 2=1230(LC 1), 6=1307(LC 1), 7=136(LC 18) FORCES. (Ib)-Max. CompJMax.Ten.-Allforces 250(Ib) orless exceptwhen shown. TOP CHORD 2J=-2688/1696, 3-0=1869/1252, 45=1869/1252, 54=267611694 BOT CHORD 2-13=1388Y2489, 11-13=1388/2489, 9.11=138612477, 6-9=138612476 WEBS 4-11=359/740, 5-11=-860/633, 5.9=0/290, 3-11=872/635, 3.13=01294 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf. BCDL=6.Opsf; h=2511; B=628; L=32N; eave=41t; CaL II; Exp C; End., GCpi=0.18; MWFRS (directional); cantilever 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 writer. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunerd 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 vide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable at withstanding 100 lb uplift atjoint(s) except (jt=1b) 2=545, 6=736, 7=280. 7) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 7. 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. AWA G-VerBydealgnpmmeteasedREAO NOT£S ON TMSANa mC[l!D® AIIENREFtRENCEPAGEA 7473rev. /4a]RdISOFfORE USE Design vard foruee aNyv4b MTekW cameelomnIs design b based out/ upon pawns shown, and Is for an IndHbual bagdng ramponent,rot Dal' �� a hues ay9em. 6afae use, the heeding designer mustverify ma applicabilityMdeap pammeters and pmp rty Incorporate this dedbrire ge o Me ores! evident, di Bracing Indicated la prevent bucldmg of bd4dual tear weband0or chord members any. AddAamal lempom,, and permanent redoing MiTek' b aMaya mgWretl ter sbEeiryantl te prevent co0apsa •W passibb personal bjury end pmDeery tlamaga..1generae guidance mgaNrg Vre fabdragoerbmge, degvery,eredion end OmdngN Wssaa antl Was systems,see prysVmN awgN CrttoN, DSa9 ens SCBuWint, Componm Paden Eari BhN.SarylMormtlon ,, Tamp, F196610 Job Truss Truss Type pry Ply Southland Apr • T11932925 J34444 , A03 Hip 8 1 Job Reference 0 na "M l GaSl I Mae. YL Plema, eL J4 104)0 � t5-10E 4-7-2 5-108 am lr a.12D S XM 10 2017 4x6 = 12 11 10 04 = 5xI0 = red II 5x10 2313:54.41 2017 Page 1 DRblbHbmbNnPoyLyjlUC 11.90 32d9.q i-4-1 14�-0A scale =1:55.3 d 4x4 = Plate Offsets(XM— R:0.3-10Edael rB:0-3-t0Edee1 H0,0-3-00-3-01 rl2'0-3-00-3-01 LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (loc) Wall L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(L-) 0.41 11 >928 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.5511-12 >691 180 BCLL 0.0 Rep Stress Ina YES WB 0.48 Horz(TL) 0.16 8 n1a n1a BCDL 10.0 Code FBC201411P12007 Matrix -AS Weight 1471b F7=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direc0y applied. BOT CHORD 2(4 SP N0.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP N0.3 MiTek recommends that Stabilizers and required cross bracing be installed during buss erection, in accordance with Stabilizer Installation guide. REACTIONS. (ib/size) 2=123110-8.0.8=12311D4-0 Max Horz 2=103(LC 7) Max Uplift 2=845(LC 8), 8=-845(LC 8) FORCES. (Ib) - Max. CompJMa1L Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2789/1900, 3-0=2467/1608, 45=2295/1570, 56=2295/1570, 6-7=2467M(508, 7-8=278911900 BOT CHORD 2-12=1683/2601, 11-12=1593/2685, 10.11=1593/2685, 8-10=1683/2601 WEBS 3.12-318/392, 4-12=192/485, 5-12-580/326, 510=580/326, 6-10=192/485, 7-10=318/392 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25fl; B=62R; L=32R; eave=40; Cat. II; Exp C; End., GCpi=0AB; MWFRS (directional); camilever left and fight 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 pat bottom chord five load nunconcumerd with any other live loads. 6) -This truss has been designed for a five lead of 20.0psf on the bottom chord in a0 areas where a rectangle 350 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 wilhstanding 100lb uplift at joint(s) except (t=1b) 2-845, 8=845. 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. ®WARNING-Vergytl ignpsrame nand READNOTESON1mSANDINCLUDEDMlEKREFERBICEPAGEA01.7Mray.1d 015a EUSE vasdfor detlgnh uponpgn ��• an pr0n,Inorporate edesgnmpmlerovrat derIgare.Tins applaoNy eWsssyslam.Betme use,gre buldhg aeslgnermust waNNa eppgra5gry ofaeapn pammdters snit pmpeM Incorporate Wsdeslgn kda Me awrag a Mess use. theparameters iii111YYY■■■ bugdingdedg.&edng inaicaled bto prewm burlJmg ofInd'MauelWsswab a,Mlor chain members ony. Aadaronel temporary er,d pertnanembredng MiTek' Is asesya required for, stabi ty and to prewnt callapse wM possible personal alury and property drenne. For general guidance regarding Me febacetlon,storage, de0eery, eretlion and bmdng of Massa error f sy4anu,sea ANaI/IP11 Quality Cr0e0a, D38-09 and BCSJ sending Compgnard 69p4 Parke Eest Bf•E. Safety Information av Nefrom TrussPlata InCkute.210aLLm SbaeLSude31;Alexanaaa,VA22314. Tampa, FL=10 Job Truss Truss Type Qy Py Southland ApL • T11932926GE J34444 , A09 GABLE 2 1 ob Refere tiona aura, rr. nmm,rL arara 4.00 12 1x4 II ix4 II 6 Ira It 5 3 II 3 xa II 3z4 = 1.4 It 7 8 9 a.1ZU S pup lU ZUl(MII ex IneUSmeS. Inc. MWI /Ule 26 13:54:43 2017 11.9.0 1.4 II 1z4 II 1x4 II 1z4 II 1x4 It IA II 1.4 II 1.4 II 3z4 =1x4 II 10 4711 12 13 14 15 16 174% 19 1.4 II 20 1.4 II 21 1.4 II 1.4 23II Scale=1:55.3 3x4 — 46 45 44 43 4241 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 3z4 = ix4 II 1.4 II ix4 II ix4 II 3x4 = 1x4 II 1x4 It ix4 II lx4 II 1x4 II 1x4 II ix4 II 1x4 II 1.4 II ix4 II 1x4 II 1x4 It 1x4 II 1x4 II 1x6 II 3a4 = LOADING test) SPACING- 2-0.0 CSI. DEFL in (loc) Udell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 125 TC 0.12 Ved(LL) 0.00 25 n/r 120 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(TL) 0.01 25 n/r 120 BCLL 0.0 Rep Stress lncr YES VVB 0.07 HOrz(TL) 0.01 24 We n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-S Weight: 1701b FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 Mi rek recommends that Stabifeners and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. Allbearings31-9.0. (Ib) - Max Hors 2-103(LC 6) Max Uplift All uplift 100 Ib or less at joird(s) 36, 37, 38, 39, 40, 42, 43, 44, 45, 35, 34, 33, 32, 30, 29, 28, 27 except 2=183(LC 8), 46=187(LC 8), 26=187(LC 8), 24=-183(LC 8) Max Gray AB macgons 250 Ib or less m joim(s) 2, 36, 37, 38, 39, 40, 42, 43, 44, 45, 35, 34, 33, 32, 30, 29, 28, 27, 24 except 46=289(LC 17), 26-289(LC 18) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 0b) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7.10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=6.OpsF h=25ft; B=62h; L=328; eave=2ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (directional): cantilever left and fight exposed; Lumber DOL=1.60 plate gdp DOL=1.60 3) Truss designed for wind loads in the plane of the Vass only. For studs exposed to wind (normal to the Face), see Standard Industry Gable End Details as applicable, or consuft qualified building designer as per ANSUTPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oa 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcunem with any other live loads. 9) - This tlu9s has been designed for a five load of 20.Opsf on the bottom chord in all areas where a rectangle 3.60 tall by 2-0-0 wide will tit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at jetnt(s) 36, 37, 38, 39, 40, 42, 43, 44, 45, 35, 34, 33, 32, 30, 29, 28, 27 except aH- b) 2=183, 46=187, 26=187, 24=183. AWARNINO-Veray Oseign parameters arMREAa NOT60NTM5ANa1NCWaa)1xrEKRFFEREIICe PAUSIID-]f)J rev. faTl/IDI6 aFFOnE1/SE enar 0trusS sageror Bear..., NT4didgdnernore.This ee9gn is Eesetl any uponpmmnMeraters ��• SSWal ISeingcomponent,not a anapeisfor eBm use,NaS MIrcmpmata Ixiseao wome eremo bugdesign. Bredn9b10iea kiln design laprevem5apSe gor lneirleual UuesweSa i3tgeeaignmmuatgolindeappgr worenepnOcr memonep y. memErnage. Aeeitbnel lempormyene pennaneM EreNng MiTek- isa ndto andpm Ne pemunels,SeeM Dmpely iore4uiree.ddaq.endtopreventdngoewehpoe diesvery,emaienan4Mednno hustryLma,eee SUW11.ForyM.IluldanB9endB quaNyCMeda, 0.5B-09 pn4 afSI Ba114N9 camponem Torn,, eEaalBNe. Sofirylon,etmagon dda.VAI1 Sarery NrormaBon waiWNp fmm Trues Plate InsWute, 21a N. Lee SIIeeL 6BEe 3f; Alaxaneda, VATZ31d. 0.218N. Tampa, Fl 36610 Symbols PLATE LOCATION AND ORIENTATION 3I4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. -yT16" I For 4 x 2 orientation, locale plates 0- 'lid' 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 number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/7PI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. U a 0 h- Numbering System ' 6-0-8 t dimensions shown in ft-in-sixteenths Il�ll (Drawings not to scale) BOTTOM CHORDS JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS [CC -ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSIrrPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 General Safety Notes I Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss diagonal or X-bracing, is always ref 2. Truss brat wide truss 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 lightly against each other. 6. Piece plates on each face of buss at lach Joint and embed fully. Knots and wane atjoinl locations are regulated by ANSVTPI 1. 7. Design assumes trusses will be suftably protected from the environment in accord with ANSVTPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with foe retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and Is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or pur ln9 provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 R spacing, or less, If no ceiling Is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANS1rrPi 1 Quality Criteria. r 1•11111110 ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 SCANNED These truss designs rely on lumber values established by others. BY MiTeks' St. Lucie County RE C II G.; 17;?017 RE: J34444 - Southland Apt. MITek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Bob Maddox Project Name: Southland Apt Model: Tampa, FL 33610 4115 Lot/Block: Subdivision: Address: 203 Southland Drive 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/TPI2007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 [All Heighll Wind Speed: 170 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 4 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. Seat# (Truss Name Date 1 IT11932923 lAul - _ 18/28/17 12 I T11932924 I A02 18/28/17 1 13 1 111 932925 I A03 18/28/ 17 1 14 IT11932926A04GE 18/28/17 1 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: Albani, Thomas 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 ANSVTPI 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 MiTeles customers file reference purpose only, and was not taken into account in the preparation of these designs. MTek 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 ANSVTPI 1, Chapter 2. Thomas A Mart PE flo39390 Wekb6A, Inc:. FL[lert SM 6904 Paden East Blvd TamgFL33610 [late:. August 28,2017 Albani, Thomas 1 of I Job r - Trues Truss Type Oty Py Southland Apt T11932923 J?4444 A01 COMMON 9 1 Job Refemom o donal East Coast Truss, FL Pie", FL 34946 10 84-2 7b 74 6-0-2 Scale = 1:54.4 400 12 411 4 n i 12 lU a 4x4 = 1A II 4x4 = 3x8 = 44 = 1.4 II 414 = LOADING (psf) TCLL 20.a TCDL 7.0 BCLL 0.0 ' BCDL 10.0 I SPACING- 2-0-0 Plate Grip OIL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2014, T'PI2007 I CSI. TC 0.62 BC 0.73 WB 0.31 Matrix -AS DEFL in (lac) Well L/d Ved(LL) 0.34 10-12 >999 240 Ved(TL) -0.53 8-10 >725 180 Horz(TL) 0.15 6 We We I PLATES GRIP MT20 2441190 Weight 138lb FT = 0% LUMBER. BRACING - TOP CHORD 2z4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ailing directly applied. WEBS 2x4 SP No.3 WEBS 1 Raw at midpt 5-10. 3-10 MTek recommends that Stabilizers and required =as bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. (lb/size) 2=1231/0.8.0, 6=1231f0-4-0 Max Horz 2=157(LC 6) Max Uplift 2=-845(LC 8). 6=-845(LC 8) FORCES. (Ib)-Max. CompJMax.Ten.-Allforces 250(lb) or less except when shown. TOP CHORD 2-3=269211696, 34=1873/1252, 4-5=1873/1252, 5-0=-269211696 BOT CHORD 2-12=1462/2493, 10.12=146212494, 8-10=14622494, 6-8=146212493 WEBS 4.10=-3601744, 5-10=8731634, 5-8=01294, 3-10=-873r634, 3-12=0/294 NOTES- 1) Unbalanced roof live loads have been Considered forthis design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.OpsF h=25ft; B=62R; L=32ft; eave-oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional): cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 pot bottom chord live load nonconcument with any other live lands. 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 tali 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 100lb uplift atjoim(s) except (jt=lb) 2=845, 6=845. 7) This truss design requires that a minimum of 71160 structural woad sheathing be applied directly to the top chord and IT gypsum sheetmck be applied directly to the bottom chord. AWARNWG•VeMytledlgnpammeren andA N0173 aN TNISAND INCLUDED hUMUC EIEREHCEPAGE6O.7M .f0/W20ISBRORE USE Design vagdfor use any wdh UfTekWoordm nTNadedgn is band mlyupon parameters drown,and b form IndividualpwMing componeM red abum. Berme use,Vre biAd'mg tleslgnmmusl vedy Na uppGsdary oltledgn parmmders end pmper!/Ycoryorate Hits despn iRO Me mcra0 ��Y duttlinbg gdoudesign. M7ek' inafwaton,dordfarefivmy.eeetopmvemcngP�wM poandcuse�nal Inlmyad propeANSUTpe. We fafety fon,efomge,defnmy,e¢cti treeingtraeuusees and Wa Quality AN$VA2 Wagly CrkoM, OSB-09 and BCSI Building Component Cr aria, SB 9and 6911 eFasfahA. tram. sdsee Safely IMormdon evdgable boat Truss Nate Inslgule, 210 N.lae SVeet, Suge 3f; Abxadde, VA Y1314. Twoo Tampa. FL 36010 Tampa. Job , Truss Truss Type City Ply Southland Apt. - T11932924 J34444 7Job A02 COMMON 18 1 Reference o tiona East Coast Truss, Ft. Pierce, FL 34946 6 d 5.120 S Xm I0 Z017 MI IeK 1m1U Ie3. Ina, MOn AuO M 13:b Al 4.00 12 4x6 _ 4 414 = W4 II — — 3x8 = — 1x4 II -"' 2-" ' 1-7-0 Scale=1:61.0 d Icy d17 -d LOADING (psi TCLL 20.a TCDL 7.0 BCLL 0.0' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 125 Lumber DOL 125 Rep Stress lnc YES Code FBC20741fP12007 CS]. TC 0.63 BC 0.73 WB 0.31 Matrbc-AS DEFL in Ved(LL) 0.33 Vert(TL) -0.53 Horz(TL) 0.15 (lec) Well Ud 9-11 >999 240 9-11 >722 180 7 n/a n1a PLATES GRIP MT20 2441190 Weight 143 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-11.3-11 MTek recommends that Stabilizers and required rsoss bracing be installed during truss erection, in axordance with Stabilizer REACTIONS. (Ib/size) 2=1230/0-8-0, 6=1307/03-8, 7=129103-8 Max Hors 2=183(LC 6) Max Uplift 2=845(LC 8), 6=736(LC 8), 7=280(LC 8) Max Gray 2=1230(LC 1).6=1307(LC 1).7=136(LC 18) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=-2688/1696, 3-4=1869/1252, 4-5=1868/1252, 5fi=2676/1694 BOTCHORD 2-13=1388/2489, 11-13=13BW2489, 9.11=1386/2477, 6-9=1386/2476 WEBS 4-11=3591740, 5-11=860/633, 5-9=01290, 3.11=-8721635, 3-13=0/294 NOTES- 1) Unbalanced roof five loads have been considered forthis design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psF BCDL=6.Opsf; h=25ft; B=626; L=321t; eave=4R; CaL II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and fight 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 nunconxnent with any other live loads. 5) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoiat(s) except Ql=1b) 2=845,6=736,7=280. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7. 8) This truss design requires that a minimum of 7116' structural wood sheathing be applied directly to the top chord and 1h' gypsum sheetmck be applied directly to the bottom chord. AWAMMO.Vedrxdesrgnpammas.dREIIONeTE3CNMMMD1NCW0EDMIIXREFFRENCEPAWWP7I 3m.1dOLSef66EPoRE Oesignvatld faruse only wM MMeM mmedora 11ds design is Sassed only upon pa meamm Morn, and a fman edivBual quldug mmponeid, rut e true sydem Belpre use, Ne Saugdtlp desynm mustverityNe appM1adIDy Mdosignpammelem erd pmpeAyb mordstlh1sdesl9n MOQaammn butldingdeslgn. Bmcingbdad lsto dbuGWgolin4m'dual m,<.raDanwm NON mem MITI. AdQdbnallamporaryand MiT®k' prey DennaneetbraWg isamamara44ratl antW pmpedy damage.pmgerrsalrta, aWb dng offrtlhpaandfres syStlInluryeM delNe end Oratifg or uss sy see ANSVl lity CMeda, DSBAg end BCSI Bu11QNg Component damp,rdeMay. DSB Sand Mal fabay M . M14.111 bi. felon Salary bdormadon avaAebla hom Tma Plata Ind44a.213 N. Lee SVed, 3utle 312AIpxmidtla, VA22314. mi, eft. . 18 N.d . Suit 3Ead 6610 T6904 ampa, Tanrya, FL 36610 Job . , Truss Truss Type Oy Py Southland Apl. T11932926 J34444 A03 Hip 8 1 Job Rafe s ce o tional East Coast Truss, FL Pierce, FL 34946 41= 4.00 12 4 19 8.120 s Aua 10 2017 WTek Industnes. Inc 3xB = 4x6 = 5 20 6 �51F_z5r�na Scale-1:55.3 12 11 10 4x4 = 5x10 = 1x4 II Wo = 4x4 = LOADING (pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 125 Rep Stress Ina YES Code FBC20141TPI2007 CSI. TC D.55 BC 0.91 WB 0.48 Matra -AS DEFL. in (lac) Odell Lid Vert(LL) 0,41 11 >928 240 Vert(TL) -0.5511-12 >691 180 Hoa(TL) 0.16 a Wa We PLATES GRIP MT20 2441190 Weight 147lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood 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 nuide. REACTIONS. (Ib/size) 2=1231/G-8-0, 8=123110-4-0 Max Harz 2=103(LC 7) Max Uplift 2=845(LC 8). 8-845(LC 8) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ih) or less except when shown. TOP CHORD 2-3=2789/1900, 3-4=2467/1608, 4-5=229511570, 5.6=2295/1570, 6-7=2467/1608, 7-8=2789/1900 BOT CHORD 2d2=168312601, 11-12=1593/2685, 10-11=1593/2685, 8-10=168312601 WEBS 3-12=318f392, 4-12=1921485, 5-12=5801326, 5-10=5801326, 6-10=1921485, 7-10=3181392 NOTES- 1) Unbalanced roof We loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst; BCDL=6.Opsh, h=25R; B=628; L=3211; eave=48; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and fight 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 pat bottom chord live load nonconcunent with any other live loads. 6) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of thus to bearing plate capable of withstanding 100 lb uplift atjoim(s) except at -lb) 2=845,8=845. 8) This truss design requires that a minimum of 7116'structural wood sheathing be applied directly to the top chord and W gypsum sheetmck be applied directly to the bottom chord. AWARNMG-Vedrxdnl8n pannedrsandREAD NDTR GN MM AND MCLUDEOAgrERREFERENCE PAGEMAMJ rea. iesdA2015BEPDREUSE o Ud"iTeMNa�md ant uponpammeterashwn, andbeden N4WNualbuMng mmponmnot esneefausa,mepE synermm�vel • apprra Myofdesgn pararetem and pmperyin oMorstatltls desip Marna overall WIMingd0sign Bmdn9Ndkate0mto praveN dmNbig alhMivldualtras5ae0 eMlm NON membvra any. AddOionallempomryaM pernwnnf breWg MTek' b adoffto , gomp. forafed'ay and io on and tv mllapm rih pae501 a.e ., nallbtvy aN propmy damage. FolgeMrol ga, Dallas a d s gre fabety informatinavailableran,TM ddetingot4essasandtmsa eeLSlte31 pra.VA114. Cdleda, OSB419 and scat Building Component 69o4PaFL East Bhnt. Salary information available M1om Trod Pdta 1ns51ule, 216 N. tse Sbeel, Suite 312AleJandda. VA 22314. Tempe, tti 36610 Job. , Truss Truss Type Dry Pty Southland Apt. T11932926 J34444 A04GE GABLE 2 1 Job Reference footionall East Coast Truss, FL Pierce, FL 34946 to 0 11-9-0 1x4 II 1.4 II 1x4 1 I 3x4 = 1x4 II 1x4 II 1x4 II 1z4 II 1x4 II tx4 It tx4 It 3x4 =1x4 II 4.00 12 s.e II ] 8 9 10 4711 12 13 14 15 16 174g8 19 1.4 II 10-00 3x4 — 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 26 27 26 3x4 1.4 II 1.4 II 1x4 II 1x4 II 3x4 = 1x4 II 1x4 If 1x4 II 1.4 II 1x4 II 1x4 II 1.4 II 1x4 II 1x4 If 1x4 II 1x4 II 1x4 II 1x4 II 1x4 II 1x4 II 3x4 = LOADING (Psf) SPACING- 2-0-0 CSI. DEFL in Qco) Well Uci TCLL 20.0 Plate Grip DOL U5 TC 0.12 Ved(LL) 0.00 25 rdr 120 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Ved(TL) 0.01 25 rdr 120 BCLL 0.0 ' Rep Stress Intl YES WB 0.07 Hom(TL) 0.01 24 Na n/a BCDL 10.0 Code FBC2014ITP12007 MatrixS Scale = 1:55.3 PLATES GRIP MT20 2441190 Weight 170 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 ce pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabile er Installation guide. REACTIONS. All bearings 31-9-0. (lb) - Max Ho¢ 2=103(LC 6) Max Upfift All uplift 100 to or less atjoings) 36. 37. 38, 39, 40, 42, 43, 44, 45, 35, 34, 33, 32, 30, 29, 28, 27 extx:pl2-183(LC 8), 46=187(LC 8), 26=187(LC 8), 24=183(LC 8) Max Gray All reactions 2501b or less atjoings) 2, 36, 37. 38. 39, 40, 42, 43, 44.45, 35, 34. 33. 32. 30. 29, 28, 27, 24 except 46=289(LC 17), 26--289(LC 18) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof Ow loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=6.Opsr; h=25g; B=620; L=321i; eave'2R; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (directional); cantilever left and fight exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane or the truss only. For studs exposed to wind (normal to the face), see Standardilndustry Gable End Details as applicable, or consuft qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 9) - This truss has been designed for a live lead of 20.0psf on the bottom Nord 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. 10) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100lb uplift at joint(s) 36, 37. 38. 39, 40, 42, 43, 44, 45, 35, 34, 33, 32, 30, 29, 28, 27 except Qt=1b) 2--183, 46=187, 26=187, 24=183. AWARNIND-VM6-,fWgn pmameleq m0 REI1D NOtEa ON iN13 AND P'CWDPo MID(REf £RENCE PAGE MF1Q] n!v.1 dNR016 BEPoRE U3E easlgnvantl fw use oNywM bbTel®mrmedor6 TNs tleslpn a n. w oNy upon parameters saeNn, mW 6 Men In4Nltlual5ul4vg mmponrnl,�rot �• abusssystem Berore use.IIre SWNg tlesignermuslvetlry Nn eppl'raESlyWtlesP�pazmrelers en0 pmpedy Nmryamb DJe Eesign6MMe ovema �MiTek baWaye4ie4Wle4torslaSJdymtlW bPesa4guopm9 or4wOVNual bussareDmWmtlnN member 4Ny. M44brltemporzryeM pemroneN bang MTek' preveldmng regadBCS1 PcPedy Oamag4.ualfty sabertladarsflon eliwbloftMonand oftanhpossdWas 4sanas,saM of Dusses Wss dWria.. USB AN,V1=14.I8y CAmda, Daaa9 antl Beal Bulltling Component Tans Parka Ea I.Su,see SafetyIMarmatlon maila5le rmm TNU Place InsNNe, 210 N.lrte aVeet, Tulle 312, Alexan4tla, VA 22314. Weln N. 10 Tampa, R 3681n Symbols PLATE LOCATION AND ORIENTATION -01 13 I4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0_1 ' T For 4 x 2 orientation, locate plates 0- 'lid' 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. Numbering System 6-48 I dimensions shownfitIn-in-sixteenths t (Drawings not to scale) BOTTOM CHORDS JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 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 bmGng 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. S. Cut members to bear tightly against each other. S. Place plates on each face of truss at each Iolnt and embed fully. Knots and wane at joint locations are regulated by ANSIrrPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSIrrPI 1. 8. Unless othenvise noted, moisture content of lumber shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. use Unless express fire retardant preservatithis ve Is not applicable for , or green lumber. ICC-ES Reports: 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 ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and Y In all respells, equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specmea. by text in the bracing section of the truss unless otherwise shown. 13. Top molds must be sheathed or purilns provided at Output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSUTPI 1 14. Bottom chords require lateral bracing at 10 n. spacing, section 6.3 These truss designs rely on lumber values or less, If no calling Is installed, unless otherwise noted. BEARING established by others. 15, Connections not shown are the responsibility of ahem. Indicates location where bearings 16. Do not cut or after truss member or plate without prior (supports) occur. Icons vary but © 2012 MTek® All Rights Reserved approval of an engineer. reaction section indicates joint n number where bearings occur. . Installand loan vertically unless indicated otherwise. Min site shown is for aUStting Only. lum ber ��� R ta. Use of green or treated may prise unacceptable environmental, health or rmance risks. Consult project engineer before use. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 10/0312015 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 ANSIrrPI 1 Quality Criteria. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. mv�= SCANNED MiTek® BY RE: J34444 - Southland Apt. MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Into: Bob Maddox Project Name: Southland Apt Model: Tampa, FL 33610 4115 Lot/Block: Subdivision: Address: 203 Southland Drive RECEIVED OCT 17 2017 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: FBC20141TP12007 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 4 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. �No. Seal# Truss Name Date 1 T11932923 lA01 I8/28/17 �2 T11932924 A02 18/28/17 1 �3 IT11932525 !A03 �8/28/17 �4 IT11932926IA04GE 18/28/17 1 Np'� o(�� ION he-Re*wedNot InCompliaa�e 4 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: Albani, Thomas 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 judsdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g-, loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MTews customers file reference purpose onty, 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 ANSI/TPI 1, Chapter 2. No Thanias A AlbanlPE No:3936D M11180SA, Inc: FLced 66:44 6904 Parka East Blvd.TarnpaFL33619 Data August 28,2017 Albani, Thomas 1 of 1 a T Trues 'ype ON PN Itl Apt. r I -. T11932923 4 A01 COMMON 9 1 Job Reference (optiona0 Coast Truss. FL Pierre. FL 34946 8.120 s Aug 10 2017 MTek Industries, Inc Mon Aug 2813:54:40 2017 Page 1 ID:nXa?kw Slsv6mi5PwBtbdyymyFziGANGggANAULUDiNvMg221 SC05YBAS87fFPyjIUD �-0-0 84-2 I 1610-8 234-14 I 31-M �12-9-0 1-0-0 84-2 ]66 766 84.2 1-0-0 8ca1e=1:5 A 4.00 12 41 = 4 12 o p 4x4 = 1x4 II 44 = 3xB = 4x4 = 1x4 II 4x4 = LOADING (psp SPACING- 2-0-0 CSI. DEFL in Om) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.62 Velt(LL) 0.34 10-12 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Ven(TL) -0.53 8-10 >725 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.31 Hoa(TL) 0.15 6 ma ma BCDL 10.0 Code FBC2014rrP12007 Matrix -AS Weight 138 lb FT=O% LUMBER-( BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row, at midpt 5-10, 3-10 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installafflo guide. REACTIONS. Qhlsize) 2=123110-8-0, 6=1231104-0 Max Hom 2=157(LC 6) Max Uplift 2=845(LC 8). 6=-845(LC 8) FORCES. Ob) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 23=2692/1696, 3-0=-1873/1252, 4-5=1873fl252, 56=269211696 BOT CHORD 2-12=1462/2493, 10.12=146212494, 8.10=1462124S4, 6.8=146212493 WEBS 4-10=3601744, 570=-873/634, 5-8=0/294, 3-10=8731634, 3.12-0/294 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vutl=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=G.Opsf,, h=25ft; B=6211; L=32R; eave=oft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional); cantilever left and fight 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 pat bottom chord rive load nonconcunentwith any other live leads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide will rot between the bottom chord and any other members. 6) Provide mechanical comrection (by others) of truss to hearing plate capable of withstanding 100 lb uplift at joint(s) except (A --lb) 2=845,6=845. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and W gypsum sheehock be applied directly to the bottom chord. A-di-amG-VeUNtleslgnpannrelers antlREAD NOl6ONTNISANDWCLUD®IN]EX RE]£RENCE PAGE 49N41i rev. 1aDJ,7&f5BE70REUSE pesgn vafid W usa aM7w3b EUTeka Comreaon.TNs dealgn is bau4 oNy upon Pararrrelen slwwn, an4 b bran bWivltlual buil4m9 wmponeM, rut �. abusssyalem.Before use. Me bMtlinp OesOner mustvmiNNe eppliabiay of 4eslyl paremeters end pmpeM daaiorate Misyaad Brto Meoverau WrJdmg.MN4M4ue1 NrsswebaMlercb4M member oM/. AD44ima1tempormyarM pemwreMbrarsg MTek' qultling 4eslgn. Bratlngfn4i®teG 6la p-aveN IsaMays re4unad forslaofi4ymMroprevm4 mnap»vab posz0le Permnal injuryend property 4emage. nCedmMld9a�, AP110Fuaarr9ye rabdcedon,ardelivery,eratliaa eio W Uusasystems,see DS849 and Best eulr4rne component 6904 Pad BW saeryIMorrdion evalewTmwPatelnsNa218N,LeSH,auHe412,Nandda,VA214. Tampa. FL 36610 0 0 4.00 12 4x6 = 4 18 ID;nXa7fw9 23.4-14 766 SI dApt. 1 Job eference(o 6or Ig 102017 hCTek lndusbt ltbdyymyFzJSZJbcgS-x2: =1 B4-2 414 = 1.4 II — — 3x8 = 1,d II �' T11932924 2a-0 1-7-0 Scale=1:61.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in poc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.33 911 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 I Vert(rL) -0.53 I 9-11 >722 180 BCLL 0.0 Rep Stress Ina YES WB 0.31 Hom(TL) 0.15 7 nta n/a BCDL 10.0 Code FBC2014frP12007 Mabbc-AS Weight 1431b FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP Ne.3 WEBS 1 Row at midpt 5-11. 3-11 Mi rek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. Qh/size) 2=123010-8-0, 6=1307/03.8, 7=1291Oa8 Max Flom 2=183(LC 6) Max Uplift 2=845(LC 8), 6=736(LC 8), 7=280(LC 8) Max Gmv 2=1230(LC 1), 6=1307(LC 1), 7=136(LC 18) FORCES. Qb) - Max. Comp.lMax. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 2-3=2688H696, 3d=1869/1252, 4-5=1868/1252, 56=2676/1694 BOT CHORD 2-13=1388/2489, 11-13=1388/2489, 9-11=1386/2477, 6-9=1366/2476 WEBS 4-11=359/740, 5-11=860/633, F�9=11MO. 3-11=-872/635, 3-13=01294 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) W nd: ASCE 7.10; Vult-170m sh (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=6.Ope. h=25ft; B=626; L=328; eave=4ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (direcdonal); cantilever left and fight 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 nonconcunenl with any other live loads. 5) • This buss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 36-0 tali by 2-0-0 wide will % between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=845, 6=736, 7=280. 7) Beveled plate or shim required to provide fu l bearing surface with truss chord at joint(s) 7. 8) This truss design requires that a minimum of 7116- structural wood sheathing be applied directly to the top chord and %* gypsum sheetrodc be applied directly to the bottom chord. A WARMDIO-Verily deUgnpanmefers onE READ NOTES ON THIS AND INCLUDED AfrEN REfERENCEPAGE W703 rev. 10101D ITIT01W USE Design valid car use mays M intends aamadors. TNe deep is Cased ant, upon parameters Burn, end Is Wan bdiviaual during compmem, nod �• a Mass sydem. Share use,tlre balldmg designer need wrifyMe apprcadfdy of design parameters and pmpeM inmryarate N6 deagnInto tOe avere0 bWingdesigtu MTek- and prepeMdamage. FargemrslgultlaS8 IseNayw.doredfmefi N. eM[opwde gS1 syste eingofmssesandl sssonalnl.s Sand NOuardy CrlteN, DSa-0g and BCSl Building Wmponent ral.tylan,dOnl.n e.Bbl.ftmT.uPmcilno F�10 Re3e d4a, Safety WOrmaaOn available Nom Trues plate IndiNfe, 2fa N. Lse SUee4 Suge 312Alexandda, VA 22314. 9.218N. a Tampa, FL 96610 Tends. � 1 Truss Q�T 'iN AptApt T11932925 East Coast Truss, Ft. P1 t�-0-0I� 54-14 -14 Y-0-0' 5-4-14 C1 d 4di _ 4.00 12 4 19 18 1 IJob Flats... 8.120 s Aag 10 2017 MTek It IDod01__1ej9gpP9WIpRCQdfP9yjICLJSZJbc 15.10E 21-9-0 _ 26O 110E ~ 1101 4-7- 3' = 4a6 = 5 20 6 sure -1:55.3 12 11 10 dx4 = 5x10 = lx4 II Wo = bz4 = LOADING (psq SPACING- 2-0-0 CSI. DEFL in Qoc) Irdell Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.55 Vert(LL) 0.41 11 >928 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.5511-12 >691 180 BCLL0.0' Rep SIT lna YES WB 0.48 Hoa(TL) 0.16 8 n/a n/a BCDL 10.0 Code FBC2014RPI2007 Malrbc-AS Weight 147lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood 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. Qb/size) 2=1231/0-8-0.8=123110-4-0 Max Horz 2=103(LC 7) Max Uplid 2=845(LC 8). 8=845(LC 8) FORCES. (Ib) - Max. CompJMax. Ten. -All forms 250 Qb) or less except when shown. TOP CHORD 2-3=278911900, 3-0=2467/1608, 4-5=229511570, 5E=2295/1670, 6-7=246711608, 7-8=2789/1900 BOT CHORD 2-12=168312601. 11-12=1593/2685. 10-11=1593/2685, 8-10=168312601 _ WEBS 3.12=318/392, 4-12=1921485, 5-12=580/326, 6-10=580/326, 6-10=1921485, 7-10=-3181392 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=4.2psF BCDL=6.OpsF h=2W. 13=621k L=32ft; eave=40; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional); cantilever left and right "posed; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to preventwater 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 noncencunent with any other live loads. 6) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jl=1b) 2=845,8=845. 8) This truss design requires that a minimum of 7116'sWctural wood sheathing be applied directly to the top chord and IT gypsum sheelrcck be applied directly to the bottom chord. ®WANNINO•Vettly design pvanxfersidema,1e NOeeS 4y}7471 Rv.iWNRpr4BEFORE IIaE MIEIINOm. Atha Man hTruro der and a faras Desgn validfor uee... Mnek®g deep any upond,paramtersrieftes Ntot oANdona.OWMeg4aria Mem,not it abuse eymem.eetomgaidiaed iato dean pud9,offythedualtrs6Sdy ordeeianpammNen end only. mmtpumeade tleelgn vdo Me ovem9 dedgasmad yubap,r EwtlNp demgN&amnp nd ateE isNpreveN EurkMp or Nd'MCual WsaveEa�ardroN memEem only. Atl411bnallemporaryaMpetmmieNDrashg . MTek' Iselsrays,stmag.deMryy Nu:ing sawispsandlMas"ls.eend rtgndmpW madammad Qualityda,OSS 21 and Wss systemdsee pNSVI M14.1xy Crneda, D5BE9 end BL61 BUIMIn90emPonem Saley Inlsrmatlon ave9aNe tmm Truss Plate InstiMB.218 N. Lea SVeel. auGe 312,Alesantlde, VATT314. rafietylon,mamlim ieR.ery,eretlunand late imamate. Tampa. ke Fan BlvQ Tampa. FL 36610 6 d� 1 Ft 1.4 II 3x4 = x4 II 6.00 52 1x4 II 7 8 9 1.4 II 6 ix4 II 5 1x4 It 4 3 r %I _ ltd Apt. 1 Job Reference(optionaill 8.120 s Aug 10 2017 MTek Industries, Inc. K 9gpPq W IPRCGd1P9yilcL-Fm34HsjTgJCLpDDC F 31-9-0 10-0-0 1.4 II 1x4 II 1x4 II Ise II 1x4 II 1x4 II ix4 II ix4 II sad =1x4 II 10 4711 12 13 14 15 16 174% 19 1x4 II 20 1.4 II 21 1v1 II 23 I 23 T11932926 Sale -1:55.3 A 24 5 3x4 — 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 14 — 1x4 II 1x4 II ix4 II 1x4 II 3x4 = ix4 II tx4 II 1x4 II tx4 II 1x4 II ix4 II tx4 II 1x4 II 1x4 II ix4 II ix4 II 1x4 II tx4 II ix4 II 1x4 II 14 = LOADING (psq TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 24-0 Plate Grip DOL 125 Lumber DOL 1.25 Rep Stress Ina YES Code FBC20141TPI2007 CSI. TC 0.12 BC 0.11 WB 0.07 MatdxS DEFL. in Ven(LL) 0.00 V6rt(TL) 0.01 HDa(rL) 0.01 (Ico) gdefl Lfd 25 rVr 120 25 Nr 120 24 rda rda PLATES GRIP MT20 2441190 Weight 170lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc pudins. BOT CHORD 2x4 SP No.2 _ BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in aoconlanca with Stabilizer Installation wile. REACTIONS. All bearings 31-9-0. (Ib)- Max Horz 2=103(1_C 6) Max Uplift All uplift 1001b or less at joim(s) 36. 37. 38, 39, 40. 42, 43, 44, 45, 35, 34, 33. 32, 30, 29, 28, 27 except 2=183(LC 8), 46=187(LC 8), 26=187(LC 8), 24=183(LC 8) Max Gmv All reactions 250 Ib or less atjoings) 2, 36. 37, 38, 39, 40, 42, 43, 44, 45, 35, 34, 33, 32, 30. 29, 28, 27, 24 except 46=289(LC 17), 26=289(LC 18) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 Qb) or less except when shown. NOTES- 1) Unbalanced roof five 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=25ft; B=62ft; L=32ft; eave=20; Cat II; Exp C; End.. GCpi=0.18; MWFRS (directional); cantilever left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Tnlssdesigned forwind loadsin the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its comer. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrem with any other live loads. 9)' 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 my other members. 10) Pmvide mechanical connection (by others) of truss to hearing plate capable of withstanding 100lb uplift atjoim(s) 36, 37, 3B, 39. 40. 42, 43. 44.45, 35, 34, 33, 32, 30, 29, 28,27 except (It 4b) 2=183, 46=187, 26=187, 24=183. USE OFa Ners randbandal, AsionyaNf0ruse ytrenth pereMearaedars. NOTES ON ANly cao16BEFORE mn.anNCEPAeEM47Q4 Me design ea upon pvemeten seas n, and! btw l 40mpene(IL not awns, valid car use admen areasq,on �• sMw. t e busid En apoadeindhilidu er a Mcic ]WR asdesi etruu system 9erora use. Vre 8utdmg 4osignernnrslve4ytee eppfxaA6y ol4esiPi Paramelen eM PnapaM inmryaaza Ws4mlgn Mb On eera0 mllpYig of N4MdualWssveEaWortlwpmederange..r b rosand M7ek' mMWvnj lgulasm as"the eMfo Pander sinapsewan ssiWe cal Mluse. propertyderange.generalVre is aMe4naq� radrgNdfard Isehayon.sts g.. d. Wry. sses andauss Crenta. DMB Sand M faOMatbn, 9orage, de4vary,en:Uion end braUn94fWssea andeuss pysiems, see pNSUrpII Wallty Crlmda. DSa419 and BC31 aun41ng Component Quality 6901Parxe . SH4tybdorma9on evaWEle hom Truss Plate InstiMe, 218 N.lm Street, Sutle 312, AJexaMde, VP R2314. 610 36 Tampa, FL 3fi610 Symbols PLATE LOCATION AND ORIENTATION �I,�-13/4 Center plate on joint unless x, y offsets are Indicated. 6EDimensions are in ft-in-sbdeenths. Applyplates to both sides of truss and fully embed teeth. 0 -14, 1 For 4 x 2 orientation, locate plates 0- rr,d' 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 the symbol shown and/or 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 number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSIrrPl1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-48 dimensions shown in ftsicasixteenths scale) (Drawings not to le) JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSIITPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this Wss 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 oftruss at each joint and embed fully. Knots and wane at Joint locations are regulated by ANSPTPI 1.i 7. Design assumes Wases will be suitably protected from the environment In accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabdeallon. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structu at consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. I 11. Plate type, size, orientation and I indicated are minimum plating re 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or pudins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 R spacing, or less, if no ceiling is Installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 1 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance dsks. 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. tl 20. Design assumes manufacture In accordance with ANSUTPI 1 Quality Criteria.